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HomeMy WebLinkAboutLUA96-116 (2) • IN . . . . . . . . -. . . . . - . s . . . -t - - ' - . ,. . . . .. , . . , - . , . . . . . . -.:- - . . . ..- -.' s •. . - ... , ..... . : ••".-, .• -'.;:-*- r- . '•••• '.,-" • . -,, - „ • tr-...."" . . , .. ,— _ s t.`'......, , - „ "„ , - .-, .. . „., -,-; ' . . - , -. - .. - . . • .. . . _ ,.....'_, ,. , . - , .t ..t. -.,...• - , . . . 1411H-"' • ..,- ...... , . — . • , .. . .... .. ..... . ..; ROLL .. . ,. .... .,.. . .. . .. . . _. . .. ... .,.. , : . _. . . _ ... . ..,... , ... _ . .. . . . .. . _„. . . „ ... .. . . . NO. . , , ... , . • OF ...• . _ . _ j.. /it , I . 1 ,.. ..., . ... . , . , _. .. . . , . _ . . . . ISSUED "FOR PERMIT • DATE \ a ? 1.,. -i • SOOS WATER & SEWER DISTRICT TALBOT HILL : TRUNK CONTRACT NO . 1 - 96S 8C1Hedges & Roth Engineering, Inc. CONSULTING ENGINEERS •PLANNERS • SURVEYORS BELLEVUE, WASHINGTON (206)869-9448 (206)682-7426 1-800-835-0292 • PROJECT DESCRIPTION: THE PROJECT CONSISTS OF THE PARCEL/)292305-9040: THE NORTH 330 INSTALLATION OF APPROXIMATELY FEET OF THE SOUTH HALF OF THE 1,930 UNEAL FEET OF 8"PVC NORTHWEST QUARTER OF THE SOUTHWEST COMMISSIONERS. GRANTY SANITARY SEWER MAIN OF SECTION 29,TOWNSHIP 23 NORTH, WITH ASSOCIATED APPURTENANCES. RANGE 5 EAST,WM.IN KING COUNTY, ��TTjj'' IT ALSO INCLUDES SIONTANDIION WASHINGTON; �' OF TEMPORARY EROSION AND EXCEPT THE EAST 660 FEET THEREOF. ` MIMIC PATRICK J. BRAZIL SEDIMENTATION CONTROL FAOUTIES ZONE CLASSIFICATION: R—e �_ �} ��~ JOHN F. PAVEL OWNER: SOOS CREEK WATER&SEWER DISTRICT SEWER DISTRICT: SODS CREEK WATER&SEVER DISTRICT PROJECT A 14616 S.C.192ND ST LOCATION /_r.�IT�1��� ' CLEMENT QUANRUD (206)RENTON.WA 96056 WATER DISTRICT: SOOS CREEK WATER&SEWER DISTRICT I (206)830-9900 ��-1 ��I'I+ PHILIP W. SULLIVAN FIRE DISTRICT: CITY OF RENTON 11ii , III ��'1, AGENT/ENGINEER: HEDGES&ROTH ENGINEERING,INC. SCHOOL DISTRICT: RENTON SCHOOL DISTRICT NO.403 I' y KAREN L. WEBSTER 14450 NE 29TH PL#101 • BELLEVUE,WA 98007 SENSITIVE AREAS: WETLAND'A' NTS (206)869-9446 'r R ATM: WIWAM L HOLLADAY, LARGE,FORESTED,CATEGORY 2/3 WETLAND, 1 G.�..'''sown PERMIT COORDINATOR VEIT SMALL.DISTURBED AND HYDROLOGICALLY , ��� OPERATIONS MANAGER. LEGAL DESCRIPTION: PARCEL SHORT 302305—B708: LOT 2 OF KING ISOLATED,FORESTS],CATEGORY 3 WETLAND. COUNTY PLAT NO.1177127,FILED I " , Eu p� RON SPEER UNDER RECORDING NO.7803311125, IMPACTS/MITIGATION: TEMPORARY DISTURBANCE OF 2.321 S.F.OF I RECORDS OF KING CONTY,WASHINGTON. CATEGORY 2 WETLAND BUFFER AND OF 10,909 / i� S.F.OF CATEGORY 3 NCE OF BUFFER.- , i— PARCEL N 292305-9123: THE SOUTH HALF TEMPORARY DISTURBANCE OF 803 S.F.OF �I` I OF THE NORTHWEST QUARTER OF THE CATEGORY 2 WETLAND,AND OF 4,899 S.F. SOUTHWEST QUARTER OF SECTION 29, OF CATEGORY 3 WETLAND. - -- — 'r, :11 z , TOWNSHIP 23 NORTH,RANGE 5 EAST,WM. ATTORNEY: IN KING COUNTY,WASHINGTON; EXCEPT THE NORTH 330 FEET THEREOF; SITE ACREAGE: PARCEL#302305-9108: 2.7 ACRES EXCEPT THE EAST 660 FEET THEREOF. PARCEL A 29 23 05-9123: 5.1 ACRES VICINITY MAP HAN IS AND OLSON PARCEL/2923D5-9040: 5.0 ACRES 1.15r YAP NO. sneer W. 1 or 4 • SE 30-23-5 : ADWN (•DN•_]ea , (NON-REGULATED) I WETVND TLAI ... .... SIB15 ,GaT.Tx I I i (W-RECULAi61 OF WEI DR'* . ' Ba33 (CATEGORY I 1223.4s . ' �� W � Isiz.D _ ME�66 W ♦ - 1 ,.�.:."`,:. CL OF DITCH _ _�» - P. 4 - �_ _— . d B 6 . e c� J i' se O L. M3iB. F —410 IXMH 680-1 ____ _____ ____ - MH e88 B F . "*, f; tz]e.4x�. PR sZ'1 / „,,„ 10PQ1'�/ ° 0: �. a`s°Tr" 1 'I'-•\- I W , ' /. I :GiC; = E O seas so O • %,Rv -'71,•,,,u i EiEARING- y r y y r POST.MRE Fence nDop POsr N zs F G 22 'vF p ;I"zD' ARINe uMlrs s' MqE Agaa+ (�, y .. . d `fCiiiP iiq� €I n'BUFrtft.k.,�+{ >'•` I .` —.uLT�'/W W W W rG 'r �)* lx.'i) - - E } ,i1 :_ ' _ t4 '�, YWOM _� _ F 9 # vA �AL 02°12* . . 4. . . _ . . W-,,�- .4!'lFt!'ru' .C�?�jsi!/u�% «//!i�.!qr/%///✓L9 //i^�w /i//d..//� Al.e• * . W e .. N. W W .P W .. ITIGATION ® ... Z _ s i////•,'/. . _ W T �_. .. s.,e0 ram..:»Cf.,.__/ s P I1,11 Beet, .W.W W W y W.`.W.W.`W W.`W W.W W, aUGUST,asB ASSOCIATES DATED ., J—_ fie 4W *RP�T a N�uzaL,9 MH,BBB-]/o L_. .r H. W v W W . s v a- v r H. H. W ,. . W . v ry s t 5'TYP. 7/ I,14M,� . _ -20'CLEARWCT. .> .- Rr .- . .,EDGE cUARINc . . . . . . . M. . . . . . . . . . . . GGED ED. 0 LIMITS SOL TEST PIT u OF PGGM (RBI II p Q O (TYPICAL) SILT.) O (CATEGORY 3/3)' ..,IIIIIIIII101 IIIIIIIIIIII_ ...`_____� I A.i I 0 d' - ROCK CHECK 1 SILT FENCE 2 DAM(TIP.) Z n Ol '�pIIIII III III o � m II 'hull��II�� III R it'll s n ti i %,;°42e i w y 50 0 50 W >,:::i_ P y 0 {^U v-1 DoJ b.5-. .. SCALE W FEET Y -.,,. C,E a Lg TEMPORARY EROSION AND SEDIMENTATION CONTROL NOTES: CO.S OCCUR,A PRE-eoxsm�JrnNN C `A' i I w LEGEND: PL. ANY ALONE" °o wDIroN oe DEVELOPMENT SERVICES DIVISION. C N e g O _ —- EDGE OF WETLAND Z FUME/NBY A CONTIN US LENG or THE TH„F URRRVVEY TAPE(OR FD.ON THiS UZING.IF RE ID)CLEARLY C w'L G 4 B WETLANp BUFFER LANE n CL OF DITCH- W 2•v 2 o, G BEYOND MAINTAINED ONDTHE CLEARING TOE 000UUNIITTS SHALL BE PERMITTED.WT1E�C CLEARING UNITS SHALL BE Q ry,T a,_ . Y —--— /Test suPLWwsw Fat Tne oURAnon of aii — — -0 OR EQUAL( ) CONSTRUCP i d (.� = ASP&_/ �F.— DITCHROCK CHECKOAN WNG TO AitACx FABgIC rO MRE STIR) S fn CLEARING LIMITLLS).u MNf wt C-3 IIQ:-`� _- -la.a.'r°-ems r SILT FEN -_ BO'wDE PO SE STARES OR a W R / A„REQUIRED SEDI iu OPERATIONpEtTONA io/LIXOF CONIR0.WO PLWIUT6 MUST Bfm CONSTRUCTED W . e �i�� .� v-r Y, CE - THAT SEDIMENT eO4uwiwisaun�NOT ENTER TFR THE INATURALCORNNPGf SYSTOJ. N1 I'piTi Tat � _ �.Sn�Aa-�_ FROF TIME cCONSTRUCTION IN nsFA�atr qE W m \ • WETLAND IMPACT - ry,=. �®DITIONS ON HAS �M THE DtTATdu CONTROL SYSTEMS SHALL BE O Li ry 3' 'i m 11 II. M Ijf 'y .�R,' i b WOE.MIL ON-TE CIE AND/OR CIXt HENTA ON COMPLETED HANCE. u�. .� Y' _Z rzEmEmm WETLAND BUFFER IMPACT bi THE RESFCNsau°Y Of THE CONTRACTOR_ 9 I I C1�.'�''�•X lie3-1 OF DrDi 13'1 NH 663-2 J _ n _.. u r I I I f ' GRAVEL DR ts' - . .. AND SEDIMENTATION CONTROL MTEN DEPICTED ON THIS DRAM.ARE a W o 0 o ® II)•al '• O 2 LUL �A 1 1 BE MIHMUM REWMIT TO MEET ANTCIPAIED BTE WNOIIN O • 11 fAuSiR�CTI CIJE.SSES AND UNEYPECTED OR SEASONAL CONOInWS DICTATE,THE F U" V �BART�B�Oim BOTTOM ABIRIFlCt WITRACTORLL 6E NFCTCIPAtE THAT MG'iE ERO9(IN ARD SEDIMENTATION WNTH0. ] 3 F- U CH MIN, LTI w ESSARY TO INSURE COMPUTE rATION CONTROL W THE COq Z a 2 "'I I P 5'CHNN U A FENCE a NAK•• Y SITE. G THE COURSE OF CONSTRUCT..IT SHALL BE THE F 3 T � ..{ a IJ N ONEE 3 a ON PROPOSED ND DURING R ME PEPNI E TO ADDRESS Y NEW Ox01TIWS V J - kI^!— s NOTE SAVE PINE TREES // ���� A BE CREATED,BY HIS ACTIVITIES AND TO PRONE.ADDITIONAL FACIun6. 1 „v, rawir cRi,IiF D"R°0°E POSTS.00E P SD DR BEriFR EO�knVEL ACNf,•LL Iw.M THAT AN UM REOOR➢IENTS,EDAS MAY BE NEEDED TO PROTECT ADJACENT S N LQ I• WA` O B'OG. • 4.4 O () I I Iy �` rvI IXNATE.S EEL LEN E POSis PROPERTIES AND WATER DUALITY O' wxC DRAINAGE SYSTEM. EM. Z IMF: ��AAAa� O'w H Q A ~e I!O °°we --Posr sPAGxc MAT BE WCREA5E0 SIDE VIEW s D TEMPaftaftr ERasoN ANp smIMwTAnW coNTftt>_(TEsc)Pux =D ` m a'IF wPE BADONO IS USED SITE ES NDT&IIII TE AN APPROVa1 OF PERMANWT ROAD M IIMGE DESIGN(E0. ED AND LOCATION OF ROA05.PRES.RE51RICTORS CHANNELS.RETENTION U o III.,' 0.".DR FILTER FABRIC FENCE NOTES: FACE...UNITES.ELL). 4 y N II wI N I I. N _ A WRNS.THE TIME PERIOD OF NOVEMBER I EHRWGI MAP 31.ALL PROJECT DISTURBED 'i ~ :g'• 1 2 •ROCK AS NASIA AN As x O SOIL AREAS GREATER THAN;000 SQUARE FEET.THAT ME TO EM LEFT UNTOR1OD FOR ARE NEONCFD OVERLAP BOTH ED 5 ff�E 5�0.10ESDNED TO THE TO - 20 S II AT Po0R Pon,MTH A MINIMUM a-Ix POST. OPE MAN TWELVE TMi])HOURS.SHALL BE COVERED BY MULCx,SOOOIxG,OR PISTIL O I RI(� • TMOgN 5.0. E T,THAT A.ALL PROJECT CORK EED SOIL AREAS N SEMR 1 II' •Ate' 2. nt FlLTIR FARR¢TEcm A u puuulNor s-riO a:mOW 0 o IRYQU"Tt'QUaaFUY'r INm mS[wou M S.OWPoIIARE FEET,MaT A.TO BE LEFT UNCORKED FOR uGE THAN SEVIII O I' ` sm SH A AN R Fw.zN OATS,SHALL BE COVETED BY MULCH.SODDING OR RUSTIC COVERING •� D' II l (�noe OFE3o INCHES). xO(uiN T. THp IESC FAGUTES FLAIL Bf INSPECTED OAILT BT 0*0 APPUCaNT T000 ¢ ® c I I T■ ROCK CHECK DAM AER01L�POST TOEAE�LNH 1FISN.ROUCHLT 1 INCHES Yid AND a INCHES CUP.UPSLOPE AND ADJACENT TO SH LL ON 4 AND MAINTUNED TD FRSURE PPro0A FUNCUT0 SIC. TIEO REMADE (A I I I SHALL BE KEPT CF WEEKLY AEON OF THE iESC FACNT6 DURING lxf OCT SEASON _ 2 FlLISR FABftC TD&BUPoCD. (OV 1 TiPWGN MAPLH 31)FIND OF MOURNER RtiIEWS DURIND TiE DRY ffASCN(aPRIL O co J y D I oRI�FiA I J. NHEN STANDARD STRENGTH FILTER FABRC TO OCr 31). S u_ Z NNN��' ISTSS USN MARE MIRE STAPLES FAT LLNH57 ij/00000 m O t I I II I TIE SECURELY CR HOG D MORE RINGS, THE E6 SHALL USING THE TRENCH A MINIMUM fF t INCHES AND SHALL P AND,,:Ot uDNM1YEIHNGHF1E''T&MM�Iij RDAKNOT FEOU R NG IMMEDIATE ATTENTION.FHNL BE W ` E m III ,,,A-,,,,. N T E MAN 00 V£THE ORIGINAL GROUND SURFACE. AREA MICK HAS BEEN SIRPPED OF...DON AND WHERE NO FURTHER WOW W 6 ,- Z y I I I-10'TYP. L e.. 5. STRENGTH MLIER F aft TMFHA11 BE STARED OR MIRED 100 E FENCE.AND 200 INCHES OF B. H 0 0CPA1W 000 A PER W a 30 DAYS 0R MOUE ALL DSMTBED AREAS MUST BE N G ~ ..1 2t Y .? W E TRENCH. C NORE Ax Es IELT STAB UZID MM NULCN N4 ERA55 P000 DR OMFA MPPOVEO O Z V iI IIiI 2p'CLEARING LIMITS t''•:> ABOVE THE ORGNAL�GROU EMT.. SURFACE FlL.11 FABRIC STALL NOT Bf STAPLED TD E STNO TREES. EROSION CONTROL TREATMENT ARNICA.TO THE TIE OF YEW WESTOIC 02A55 z = '""1 a Pie I L.yl TER FABRIC AND CLOSER POST SPACING APE USED,ME ME MESH SUPPORT SEEDING ALONE Ax0.VAVE E SE£gTPtC MAT PROCEED.TABLE ONLY DURING GpnMEy{pE MONTHSEDEVEA I OF TT IS IN THE IL ON W I.. a = CT - O I ) I O MP S FENCE EXTRA-STRENGTH EL WAOTMO�W SUdi A CAS[THE FILTER FABRIC IS STAFFED OR MafD DIRECTLY i0 INTEPESi OF THE PM/1DM BUT MUST BE AUGMENTED Will MULfHINC.NETTING,OR 1' _ S 34TH ST SPACING BETWEEN CHECK DAMS T FR PROVISIONS OF STANDARD NOTE 5 APR.TN6 ER 1.ATMENT APPROVED BY THE CITY OF REITON,CUTS'CE THE SPEOPED TIME ~ ¢ F= N II, E DEN.SHALL BE e c FUE �W' Q a: ~ W •s I cool�B Le EWTAL DISTANCE SucmN AT POSTS A 0 e ARE OF a K O WIN 3/a-INCH MINIMUM OI111)01 MESHED GRAVEL ,a THE ifSC GACIUTIES W INACTIVE SLAMS SHALL BE WSrEC1ED AND NUNTAWED A CC [L F WV�, 0 SLIER'AMC PEKE SHAV BE REMOVED Mal MET HAVE SERVED THOR USEFUL PURPOSE BUT NOT MINIMUM ON ONCE A MONM ON wR(1 b HWRs FOLLWNNC a small ET NL. H ¢ m O O III 1A:.__ NOTE PLACE IN All DITCHES NOT TO CONSTRUCT.. 0 A.HAS BEEN PERMANENTLY STABILIZED. l) Z W J i1'T I n 0Tnnry nMc 0HHTN g r.E ArL ONc(,) IT of sEOV.ALL uL FLU TO AC ''' GTw BASINS AND GONVFFYHANLE ONES SxpLL BE Z 11 I T I 2 S DUPING PROLONGED ti.B ANY REWIRED REPNRS SHALL BE MADE uNEDiA tOr. "T DULY ' CLEANED xp PAVING ALL NOT FLUSH ¢ O W F� lµ• m T`ECDOWNWNISSTREAM SYSTEM. p U y ROCK CHECK DAM DETAIL R05ONYSEDINFNTATIWCONTRW PONES NRERE MEo0AD 5100.0E COrN % O SILT FENCE DETAIL EDsaINwExA ENccAUN:uuxp 3 CErWCHISREWIanw xl O SIDE SLOPES. 2 2 A TEMPORARY GUVEL CONSTRUCTION ENTRANCE,]4'K Se K B'OF 4-TO B-OUCH N • 11 BURIED UTILITIES IN AREA ',lil LDNsmuc"TIax EIE'A�AT ALL POWS OF VEHICULAR INGRESS AND E.ESS CALL BEFORE YOU DIG NASE NOR C_1 1-800-424-5555 aHeei 2 of 4 SE 30-23-5 .. t. �i :..• /z .. .150' .. • °E ....... . .. • EASEMENT... .. .. . .... '. :. ... . j�`>L . ... ...... .. .... ... ... ... . . .. ,. ,-, ,. . , ..,..., .,... . :: F.B. I PG.6-25': ::: ,i) 1dD 130 • • /.:::.::•, .. ... "). .:: .: .. ...... •" EASEMENT: ::'::.:'. 100 j. •. ' .. ' '"' ... ' "' " " "" " EXISTING GRADE ."' F8./C251. 25 :�.:" 190 . ,.. 19n .... :.... :: .. . . .. .....: .._. .•, ..•,.• •• • . , ... 1Rn .. .. .. .. ... ..... qi".:: "" ... .. .. .... .. EDaSIING GRADE. /. r .u " ..JL . ....... .... m..•/ ob\ .,. l - % • • , Iri ,,. .... . .. . . . • 34 • .. . - o( . • .. .. ... • ... : .100 . '. :c :. : :. ::.:: .:' ' 1—�!I. ... . .. .....•.•. .:111.GGB .., ... . ,... . , ,., . . . . .. .. 180` � . - �r .. 4 .. . ., . ff2rl • a @ �..,,, .. ""./: , : _ �, _ , ... .., ,,.. � �1,� .. - 170.K08'N - e --- - ...,... • ' y,' cam= - - 90 - _ . . L__;__--. . : - ,:319'" ... -:: ' '94.1C 8'E)" ,. i ,., ,. „ .. ...... . . .. ... .. .. .. 0 P B . .... . ... ... ... 5( N 00(( 80.55(EX)'S)VERIFY EXISTING:::• ..-. ••' ..... ...• .. .. .. .. .. �:749.00(6 .. .... .._ ... - ... . INVERT PRIOR'TO'CONSTRUCTON........ . . ... -.. .- .- "" ' .. - CD m� m a A • 95 Ola„ 4 VERNAL VRABLItl( MAX I.FRAZIER NO SITE ADDRESS I.a�i0��I "-"'_--` ILI h+ II I 31 3330 TALBOT RD S O 3340 TALBOT RD S HAX L FRAZIER a I I D a Dtt 4 RENTON,WA 96055 s'ia;r a Wre FENCE 1 23' RENiON,WA 98055 .j! 33400NA�OT 60 5 O I f, t w Ira IC 4 17 s a i: V w -�' ` `' 40� WA 9 s zr 6LrtR {, 'D rm.'PEALL EASEMENT w A�I REN Q p c { Y fiR ' �' ��i' Z ��� w0. v.. Jf t a ay .... CCisr Td kaaR? E 301 1E1/P�L�MS�PERIli1— Z M g 1 La ;-_ - - a , - - '��' R - a Gi w��9 ' - .. . 0 rf I I I v ttk-'-�x� 2✓w�►f ZWI:.✓ y '=- —= � _ ' - Fi-- .� W . W z , .4 I rTwnf+�T'i"h � �+.1� -- O ". �_ ,— . •y +.--- •!w - i lr 6e6-,4`-`- -`-" ` _ p o ,' II I, tat.ink .p661f, L O Is MN 666-2 ].6'Trr —Cal.eaa . 1,8nP.. F. 9.AAOAc - 0 W- coo.Do. 1S' 15'PERM.EASEMENT * .. • 4.2 1,-..1-• W W . R. W R. . .. .. e R. CpS� g 1CO 9�livir S ,11�u G /30.23-5\ rw SOIL T LL MGGEO EDGE III I I I III I,,,,1 IIII ulll Z N E Y t ° P MP EDUCE \51003/ • O 001 1 U 0 OP GG O EDGE R /29-23.5\R. I IIWWIIIWVI x u O , ww5p30'TEMP.CONST.PERMIT-• NO SITE ADDRESS \� /. -_J3A�MII. NOTE:SAVEPOPE TREESROBERT D.&E,JANE SPEER � ) QO N � D ,V� KAL 001 2f 2BB FEATHER RIDGE LANE NE 3400 TALBOT RD 5 POUL580,WA 98370 Al Fl I- 62 9 * I..M1 ' RENTON,WA 98055 I N F- 0. N r PERM.EASEMENT U ro N o I ii I II A. 'rl_m+c 09. 3o-23•s E 0_Q� S I L,;# CTW. s1ro2> h Al O J Y 4iti 1511P, 11 IL Z 1 ~ 0) 03 I II,S ip TEMP.CONST.PERMIT W Q 7 ® Z II IIiIII S��I (3510015) so o I+n .•1 .sl u,,,., IUD FA 0 O ~ < y9 UP-1'15 NO SITE ADDRESS ® 5150 W FEET °6 -L Z _ I, I 7004-NIND&LHIA-HSIANC LHENG NO SITE ADDRESS C < J m -< II II - 11510 1710 AVE NE W I- Z = II I I 749LAU A GANNONISON < 6 SEATTLE,WA 98126 I- CA I, i6]49 ADD190N Sr. 6 J F Z V I,' I ENCINO.CA 91436 ; R I F- o - O II is I.I e w z W CO II mII S 34TH ST 0 0 y 1- I $!,ETLMN 6-e z w.,E716i 6-13 co O 0 r,,, ,-_ i-T,W I o 03 BURIED UTILITIES IN AREA C-1 O CALL BEFORE YOU DIG 23 24 1-800-424-5555 :"` 3 or 4 o^Aw^. C-94 • • SW 29-23-5 .. .... .. .. .. FlN SH:GRADE ".:.:� ..... .. ... _ ..... ... ... ... : . .... 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V p • 1 7n 7 ....." .. .... ... ... .. .. . ... . _. . . . .. . . .. ...... .- - . . .. ... . :: ::::. :17 0o8.5) :::: : ., _ ... . ... .. ... .... .. _ 5500(( JJ .:17).40(87W). ...... :: .... .. ._. .... .... ... ... .. ...:: .. ..... ... _. ..... .. -. .. ..... .... .. .. .. . ...... ..... .. _ ... . ....... . ... .._. . .. _. , 9 g i' IB 9 P E R p l I co P/ W n W a ID QV WINS TR.e11 - / 7R.D 1 2 3 4 5 fi 7 B 9 10 d /' / 4. - * p m q q.77'� 13 N / QiR 3' COyb r °b � 8 S 12 O i // I w Ft " ^9 / • P 6 n2 > \N5 nM / '� m TS J; a �~ g N al i I NO SITE ADDRESS 82 W ®g 8 WALTER W.4 LSE C.STIECMAN aD-12(0-RAGS 96 •Y• ' I III I I 'bvy a ry 11436 N 20A 9 ST�'141 BAND(9-1D-95 I DENT,WA 96031 'K1VWD b•• DYE 3' -•1 ' <xw-RewuTBD1 Max-ncauulm i 15 I1 pp ~ OF NFT.WD ao IB•• I - II 1} ... 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CITY'' �►F RENTON .. .Jy` Hearing Examiner Jesse Tanner,Mayor Fred J.Kaufman December 5, 1996 Mr. Bill Holladay • Hedges&Roth Engineering, Inc. 14450 NE 29th Place, #101 Bellevue, WA 98007 Re: TALBOT TRUNK VARIANCE FILE No. LUA-96-116,V Dear Mr,Holladay: • • - The Examiner's Report and Decision on the above referenced,matter, which was issued on .November 19, 1996,.was not'appealed within the 14-day period established by ordinance. Therefore,this matter is considered final by'fihis'office'and the file on your application is being transmitted to the City Clerk as°of this date::,; u°= ;.f`... ..3.. Please feel free to contact this office if further assistance or:inforniation is required. Sincerely, Fred J. Kaufman • Hearing Examiner • FJK/mm cc: Mark Pywell Sandi Seeger, Development Services • 200 Mill Avenue South- Renton, Washington 98055 - (206)235-2593 614 This pacer contains 50%recycled material.20%post consumer AFFIDAVIT OF SERVICE BY MAILING STATE OF WASHINGTON) ss. County of King ) MARILYN MOSES , being first duly sworn, upon oath, deposes and states: That on the 19th day of November ,1996, affiant deposited in the mail of the United States a sealed envelope(s) containing a decision or recommendation with postage prepaid, addressed to the parties of record in the below entitled application or petition. Signature: SUBSCRIBED AND SWORN to before me this i R'Ph day of?20 • 1K , 1996. . ' . Notary Public 'n an for the State of Washington, residing at I Y44 UY1, ,therein. Application, Petition, or Case No.: Talbot Trunk Variance LUA-096-116,V The Decision or Recommendation contains a complete list of the Parties of Record. HEARING EXAMINER'S REPORT November 19, 1996 OFFICE OF THE HEARING EXAMINER CITY OF RENTON REPORT AND DECISION APPLICANT: Hedges&Roth Engineering,Inc. Talbot Trunk Variance File No.: LUA-96-116,V LOCATION: 3400 Talbot Road S SUMMARY OF REQUEST: Applicant seeks variance to the Wetland Management Ordinance in order to construct an eight inch sanitary sewer through a Category II wetland. SUMMARY OF ACTION: Development Services Recommendation: Approve with conditions DEVELOPMENT SERVICES REPORT: The Development Services Report was received by the Examiner on October 29, 1996. PUBLIC HEARING: After reviewing the Development Services Report, examining available information on file with the application, field checking the property and surrounding area;the Examiner conducted a public hearing on the subject as follows: MINUTES The following minutes are a summary of the November 5, 1996 hearing. The legal record is recorded on tape. The hearing opened on Tuesday,November 5, 1996, at 9:00 a.m. in the Council Chambers on the second floor of the Renton Municipal Building. Parties wishing to testify were affirmed by the Examiner. The following exhibits were entered into the record: Exhibit No. 1: Yellow file containing the original Exhibit No.2: Vicinity map application,proof of posting,proof of publication and other documentation pertinent to this request. Exhibit No. 3: Offsite drainage, page 1 of 2 Exhibit No. 4: Offsite drainage, page 2 of 2 Exhibit No. 5: Close-up of project site easements, Exhibit No. 6: Close-up of project site easements, page 2 of 4 page 3 of 4 Exhibit No. 7: Close-up of project site easements, page 4 of 4 Hedges&Roth Engineering,In: Talbot Trunk Variance File No.: LUA-96-116,V November 19, 1996 Page 2 The hearing opened with a presentation of the staff report by MARK PYWELL,Project Manager,Development Services, City of Renton,200 Mill Avenue South, Renton, Washington 98055. The applicant requests a variance from the wetlands ordinance in order to construct an eight inch sanitary sewer through a Category II wetland. The project will consist of approximately 1900 lineal feet of 8 inch pvc for a sanitary sewer main, and approximately 1600 lineal feet of 12 inch cpep pipe for the storm water system. There will also be seven catch basins along the lines. Approximately 115 lineal feet of sewer line will be in the 50 foot buffer of a Category II wetland, and approximately 40 feet of the line will be in a Category II wetland. Approximately 500 feet of the lineal line will be within Category III buffer area and 210 feet of the lineal line will be in Category III wetland areas. The Category III wetland area comes up basically along the southern edge of the western end of the easements and then continues up and crosses the line again to the eastof the Category II wetland area. The wetlands that were labeled as Category III were mainly due to the disturbance that has occurred in the past. There were coal mining operations in this area and there is still evidence at the surface level of those coalmine operations, even though the area has become wetland area. These wetlands are not what most would view as wetland areas in that there is no standing water or ponding of the water. It is the geology of the area that forces the underground water to come to the surface and it comes close enough to the surface to create hydric soils and support the plant materials that are consistent with the wetland determinations. There will be&temporary disturbance of about 803 square feet of the Category II wetland, and approximately 4,600 square feet of Category III wetland being disturbed, and also some of their buffer areas. The disturbed areas will be replanted and restored after the completion of the project, but it is the extension of the lines through the wetland area, especially the Category II wetland area that requires a variance. There are a number of standards that the City is asked to review, one of which is whether the applicant suffers an undue hardship that is unique to this site. Staff believes that the applicant suffers an undue hardship due to the topography and special circumstances that are applicable to this area. It was part of the O'Connor preliminary plat that gravity, sanitary sewer and storm water systems were required and brought down Talbot Hill. The wetlands do extend through this area. This has been reviewed by Soos Creek Water& Sewer District,their consultants and City staff in trying to determine a route that was feasible and would still have the minimum impacts upon the wetlands. Staff believes that the variance that is being presented today does meet those requirements,that the granting of the variance will not be materially detrimental to the public welfare or injurious to property or improvements. The wetland area that will be disturbed by this project can be restored after the construction is completed, and it is due to the slope of the terrain that the existing wetlands have been created naturally and it does not provide the detention or retention function for the storm water. Also,the functional quality of these wetlands is minor. - The competing public policies have been evaluated and it is determined by the Department Administrator that the public's health, safety and welfare is best served by providing the utility services to this area. The proposed utility lines do conform to the Comprehensive Plan(CP)in that they will allow for the single family residential development that has been identified in the land use plan for this area. Also,they conform to the agreement between the City of Renton and the Soos Creek Water& Sewer District for the provision of utilities in.this area. The problem of providing the required services would be fully resolved by the proposed variance, and the applicant will need.to design it so that the future maintenance has the least impact upon the wetlands. Future hookups in the area would need to be reviewed at the time they are presented, but to the extent possible will need to be located outside the wetland area. Staff believes that there will be no loss as long as the wetland areas that are disturbed are restored to the same level or greater level of wetland than exists at this time. There Hedges&Roth Engineering,In? Talbot Trunk Variance File No.: LUA-96-116,V November 19, 1996 Page 3 are large lot developments in this area, and there are some uplands areas that again could come in for future development and would need to be reviewed at that time. Lots from 4,500 square feet up to an acre have occurred more recently. Staff would recommend approval of the Talbot Trunk Wetland Variance, subject to the conditions contained in the staff report. Condition 2 states that the applicant shall prepare plans for utilities in a manner that locates the manholes outside of the wetland areas and to the extent possible outside of the buffer areas. This plan will need to be prepared to the satisfaction of the Development Services Division. One manhole is located at the western most 90 degree angle bend in the proposed facility. Due to that'bend there is the need for a manhole in that area to take care of the bend in the line, and that is located in a Category III wetland. The installation of a maintenance manhole just outside of the wetland area has been discussed. This would be used if there is a blockage in the downstream portion of the line in order that maintenance could be done without,having to go into the Category III wetland area. In discussions with City staff representing the utilities, it was felt that the one in the wetland possibly could be allowed as a locked manhole cover and also could be buried and the wetland restored over it. BILL HOLLADAY, Hedges&Roth Engineering, 14450 NE 29th Place,#101,Bellevue, Washington 98007, applicant herein, stated they were the engineers for Soos Creek Water& Sewer District. The City of Renton serves sanitary sewer service from this parcel north and east. This is basically the end of the-line for the Soos Creek service area. Soos Creek has existing facilities down at Talbot at SE 72nd. The O'Connor plat is included within this service-area.'It was determined that the method to serve the O'Connor plat had to be gravity sewers and the least impact was utilizing the north 20 feet of the Speer parcel, along the boundary of the Steigman parcel and through the center of his parcel matching the roadway alignment for the O'Connor plat. Basically the sanitary sewer line once installed-will also provide sewer service for these parcels that are zoned R-8. They will have sewer service available which the district is required to provide them, and the sharing of the two utilities•in one trench minimizes the impacts of having utilities in different locations. The Soos Creek Water& Sewer District will have a 10 foot permanent easement over their pipe and the City of Renton will have a 10 foot easement over their storm pipe. The City of Renton will own the storm utility; Soos Creek will own the sanitary sewer facility. It is typical backhoe trench construction to be confined within that temporary permit area. The pipe is buried, it is backfilled,the native materials and/or required backfill imported material is put down. The top 6 to 12 inches is redone with the native hydric soils from the wetlands that would be stockpiled while they are there and the vegetation replaced: With reference to the manhole being in the,wetland,there is nothing to be done about that. Any time the pipe bends 90 degrees, a manhole is needed. Typically when the sewer line is in the ground there is no maintenance involved unless there is some type of functioning problem such as a clogged line or a break which is very uncommon. The manhole is 48 inches in diameter, a concrete structure. We could locate an additional manhole outside the wetland in the buffer and put a note on the plans and/or provide a letter to the City from the sewer district that says we will lock this lid and bury this one, and utilize this one for access unless there is some type of emergency. The manhole is actually on the Gannon parcel. ED,SEWALL, B-12 Associates, 1103 West Meeker,-#C,Kent,Washington 98032,wetland consultant for the applicant, gave a general description of the wetlands on the site. The hillside that the easement runs through basically is covered with third growth deciduous forest. Most of the area has been heavily disturbed by the Hedges&Roth Engineering,In' Talbot Trunk Variance File No.:'LUA-96-116,V November.19, 1996 Page 4 historic Spring Glen coal mine, especially in the area on the very west half of the easement where it appears that the old portal was located and the tailings were spread out throughout much of the area that now meets wetland criteria. The portion at the western half of these wetlands has substantial disturbance that now is vegetated with blackberries and some herbaceous plants. In running the sewer line through this type wetland, one of the difficulties with mitigating the wetland disturbance per the Renton ordinance is that the ratios that are required for Category II and Category III wetlands are 1-1/2 to 1 for the III, and 3 to 1 for the II, and the easement area is almost,entirely wetland and buffer. There is really no area that isn't already.a wetland or buffer to mitigate in. The second feature of these wetlands that makes them difficult to mitigate is that they are hillside seep type wetland where they are located on a slope where ground water is providing most of the hydrology to the wetland. There is also precipitation runoff that runs down through these areas and in the low spots creates wetland conditions. That type of wetland is very difficult to create. The hydrology is hard to recreate in going to an upland area and excavating out and trying to get that type of hydrology. Restoring wetland in the same topographic and geologic location is fairly straightforward on this type of location. It is proposed that once the line has been cut and placed in and regraded to the original grade, a dense planting of native trees and shrubs that are indigenous to this site would be done. JEFF JAEGER, Jaeger Engineering, 9419 S. 204th,Kent, Washington 98031, stated that he was the engineer for the O'Connor plat"and that his firm had designed the storm drainage downstream tight line from the O'Connor plat to Talbot Road. This storm line will be installed alongside the sewer line using the same corridor and using the same wetlands variance. The storm line is designed to handle flows from adjacent developments when they should happen. In discussions with the City,'it was decided to.increase the size of the storm line from 12 inch to 18 inch during the lower half. Basically the section north of the Speer property. That is to give adequate capacity to handle potential developments that would come in between the O'Connor plat and Talbot Road. The potential maintenance on this project is reduced by the fact that the slopes on these sites are fairly significant. Because of that there will be very swift velocities which tend to self-clean the pipe as they go down. The potential for any type of clogging or maintenance activity on a pipeline such as this versus a pipeline that is fairly flat is quite remote. . KAYREN KITTRICK,Plan Review,Development Services Division, City of Renton,200 Mill Avenue S, Renton, Washington 98055, explained that the City and Soos Creek each has a 15 foot easement and that they overlap 5 feet to make-a total of 20 feet wide. This agreement was to maintain separation distances between the two utilities so that maintenance on one would not disturb the other. It was also to provide enough width or space to work in, and to minimize the affect on the wetlands. WILLIAM LEAVY, 3400 Talbot Road South,Renton,Washington 98055, asked why the lines were being routed through these particular properties down to connect with Talbot,when it seemed that the purported reason for developing these lines is for the O'Connor flat which.'is much closer to Benson Road. It was " explained to him that it was basically because of gravity, and also that the Soos Creek sewer line is at the bottom on Talbot Road. There is nowhere else for Soos Creek-to hook into. Pumps could possibly have been used for-the sewer system,but could not have been used for the storm water. As a practical matter a line would still have to go downhill and therefore both of them are downhill. - - Hedges&Roth Engineering, Talbot Trunk Variance File No.: LUA-96-116,V November 19, 1996 Page 5 A discussion between Mr. Leavy and Mr. Holladay ensued regarding the easement across Mr. Leavy's property. The Examiner called for further testimony regarding this project. There was no one else wishing to speak, and no further comments from staff. The hearing closed at 9:55 a.m. FINDINGS, CONCLUSIONS &DECISION Having reviewed the record in this matter,the Examiner now makes and enters the following: FINDINGS: 1. The applicant,Hedges and Roth Engineering,Inc., filed a request for approval of a variance from the Wetland Management Ordinance. 2. The yellow file containing the staff report,the State Environmental Policy Act(SEPA)documentation and other pertinent materials was entered into the record as Exhibit#1. 3. The Soos Creek Water and Sewer District,the responsible official, issued a Determination of Non- Significance(DNS)for the subject proposal: 4. The subject proposal was reviewed by all departments with an interest in the matter. 5. The project consists of two overlapping easement corridors that would contain a sewer line and a storm water line. The lines are intended to serve the approved O'Connor plat located west of SR-515. The lines would connect to Talbot Road South on the west and be located south of S 32nd Street. 6. The companion corridors cross through both Category II and Category III wetlands and wetland buffers. Approximately 115 lineal feet of corridor would cross through the 50 foot Category II buffer. Approximately 40 lineal feet will be within the wetland itself. Approximately 500 lineal feet of corridor would cross through the Category III buffer,while approximately 210 lineal feet will be within the Category III wetland. 7. These wetlands are located on sloping terrain which drops from approximately 230 feet on the east to approximately 90 feet near Talbot Road. The wetland areas are not open, standing or ponded water,but wet surface soils approximately 6 inches to 12 inches deep. The area is underlain by a somewhat impermeable clay layer. This clay layer prevents penetration of surface water and results in the damp top layers. Both wetland types are located on areas which have been disturbed in the past by development and former coal mining activities. 8. The corridor runs approximately 1,500 feet from east to west. There is a north to south jog of approximately 150 feet approximately 1,000 from Talbot Road South. There will be approximately 1,930 feet of 8 inch pvc sewer line installed in one easement. The adjoining storm line will contain approximately 1,600 feet of 12 inch and 18 inch cpep pipe. The 18 inch segment will be along the lower half of the run to serve properties located closer to Talbot as well as the initial site. 9. The lines will be buried between approximately 12 and 20 feet deep. Materials will be stockpiled along the corridor limiting the extent of the areas that are disturbed. Hedges&Roth Engineering,Irii: Talbot Trunk Variance File No.: LUA-96-116,V November 19, 1996' Page 6 10. The applicant proposes backfilling the trenches with the original materials and restoring the surface hydric soils to maintain the wetland functions at the surface.. 11. The eastern-most approximately 500 foot segment crosses through the middle of an existing property following the alignment of roadway proposed for the O'Connor plat. Thereafter, the line follows property lines which account for the 150 foot north to south jog. Affected property owners have been contacted regarding easements or options for this corridor. No wetland area is affected by the segment near Talbot. 12. The overlapping corridors will be a joint proposal by the City of Renton and the Soos Creek Sewer District. The City will be providing the storm water service while the district has jurisdiction for sewers in this area. Maintenance will be the responsibility of those respective organizations. Each easement will be 15 feet wide with a common five feet of what might be described as the center of the corridor overlapping the corresponding five feet of the other, providing a total width of 20 feet. 13. The breakdown in square footage as opposed to linear dimensions would be a disturbance of 803 square feet and 2,321 square feet of the Class II wetlands and wetlands buffer,respectively, and 4,699 square feet and 10,909 square feet in the Wetlands III wetlands and wetlands buffer. CONCLUSIONS: 1. The applicant for a variance from the wetlands ordinance has to comply with the criteria found in Section 4-32-5H1. Those criteria, enumerated in part below,require: a. That the applicant suffers undue hardship and the variance is necessary because of special circumstances applicable to the subject property, including the size, shape,topography, location or surroundings of the subject property, and`the strict application of the Zoning Code is found to deprive subject property owner of rights and privileges enjoyed by other property owners in the vicinity and other identical zone classification; and b. That the granting of the variance will not be materially detrimental to the public welfare or injurious to property or improvements in the vicinity and zone in which the property,is situated; and c. Governmental projects have been balanced to assure that they comply with both the Comprehensive Plan and other regulations. d. No reasonable alternatives exist. 2. The topography of the area is such that both the storm water and sewer lines will need to connect to lines downhill from the proposed plat. Gravity feed lines are the only method of managing the storm water, and while pump stations can sometimes be used for sanitary sewer waste,the need for a storm line down the hillside makes it more than reasonable to provide a similar gravity system for sanitary sewer. 3. Approval of a variance will not be materially detrimental to the public welfare and a gravity line actually makes the system more fail-safe than attempting to use any type of pump or lift station which could be affected by power failures. Hedges&Roth Engineering, In, Talbot Trunk Variance File No.: LUA-96-116,V November 19, 1996 Page 7 4. The nature of the terrain makes the location of the proposed corridor the only natural method and shifting the corridor slightly in one_or the other direction would probably not lessen the impacts to these Class II and III wetlands and buffer areas. The corridor was chosen to lessen the impacts on the wetland and buffers. Economic feasibility is not really,at issue here,with the dictates of terrain and gravity being the deciding factors. 5. Changes in density and timing would not eliminate the need for a line since sanitary sewer waste needs to be managed in a closed system and conveyed off the site. 6. The applicant proposes restoring and enhancing the wetland characteristics and particularly restoring the surface characteristics of the disturbed areas. The applicant also will be working in as narrow a corridor as possible and the two jurisdictions have agreed to narrow the corridor by using overlapping, side by side easements to minimize the impacts to the wetlands. 7. In conclusion, it appears that given the nature of the topography and the need to provide services to an area designed for reasonable urban growth,that the proposed line and therefore the variance necessary to accommodate that line is appropriate. DECISION: The Variance from the provisions of the Wetlands Management Ordinance is approved subject to the following conditions: 1. The applicant shall submit a final wetland's mitigation report to the satisfaction of the Development Services Division(DSD)prior to the issuance of any permits for this project. This report shall include,but not be limited to,,a plan for the restoration of all disturbed wetland and wetland buffer areas mid a monitoring plan in accordance with the Wetland Management Ordinance. - 2. The applicant, as reasonable, shall prepare plans for the utilities in a manner that locates the manholes outside the wetland areas and to the extent possible outside of the wetland buffer areas. These plans will be prepared to the satisfaction of the DSD and submitted prior to the issuance of construction permits. 3. All easements shall also be designated to the City of Renton for utilities construction and inspection access and maintenance. 4. A construction plan indicating haul route and hours, construction hours and a traffic control plan shall be submitted for approval prior to any permit being issued. Haul hours shall be restricted to 8:30 a.m.to 3:30 p.m. unless approved in advance by DSD. 5. Construction hours shall be limited to between 7:00 a.m. and 7:00 p.m. Monday through Friday, Saturdays as arranged with the DSD,but no hours in excess of the weekday hours, and no Sunday construction. 6. Temporary erosion control shall be installed and maintained to the satisfaction of the representative of the DSD for the duration of the project. Hedges&Roth Engineering, In,. Talbot Trunk Variance File No.: LUA-96-116,V November 19, 1996 Page 8 ORDERED THIS 19th day of November, 1996. KaSt)+40%,__ FRED J. KA N HEARING EXAMINER TRANSMITTED THIS 19th day of November, 1996 to the parties of record Mark Pywell Bill Holladay Ed Sewall 200 Mill Avenue S 14450 NE 29th Place,#101 1103 West Meeker, #C Renton, WA 98055 Bellevue, WA 98007 Kent, WA 98032 James Jaeger Kayren Kittrick William Leavy 9419 S 204th 200 Mill Avenue S 3400 Talbot Road S Kent,WA 98031 Renton, WA 98055 Renton, WA 98055 Jerry Woods Doug Nelson Henry Mulles 17712 SE Petrovitsky 819 South 32nd Street P.O. Box 59241 Renton, WA 98058 Renton, WA 98055 Renton,WA 98058 Marilyn Guerra Deborah Hansen Tom O'Connor 931 S 32nd Street 807 S 32nd Street 1707 S. 341st Place, #C Renton, WA 98055 Renton, WA 98055 . Federal Way, WA 98003 Ron Speer,District Manager Soos Creek Water& Sewer P.O. Box 58039 Renton, WA 98058-1039 TRANSMITTED THIS 19th day of November, 1996 to the following: Mayor Jesse Tanner Gregg Zimmerman, Plan/Bldg/PW Administrator Members,Renton Planning Commission Jim Hanson, Development Services Director Art Larson, Fire Marshal Mike Kattermann,Technical Services Director Lawrence J. Warren, City Attorney James Chandler,Building Official Transportation Systems Division Jay Covington,Mayor's Executive Assistant Utilities System Division Councilperson Kathy Keolker-Wheeler Valley Daily News Pursuant to Title IV, Chapter 8, Section 15 of the City's Code, request for reconsideration must be filed in writing on or before 5:00 p.m.,December 3, 1996. Any aggrieved person feeling that the decision of the Examiner is ambiguous or based on erroneous procedure, errors of law or fact, error in judgment, or the discovery of new evidence which could not be reasonably available at the prior hearing may make a written Hedges&Roth Engineering, - Talbot Trunk Variance File No.: LUA-96-116,V November 19, 1996 Page 9 request for a review by the Examiner within fourteen(14)days from the date of the Examiner's decision. This• request shall set forth the specific ambiguities or errors discovered by such appellant, and the Examiner may, after review of the record,take further action as he deems proper. An appeal to the City Council is governed by Title IV, Chapter 8, Section 16,which requires that such appeal be filed with the City Clerk, accompanying a filing fee of$75.00 and meeting other specified requirements. Copies of this ordinance are available for inspection or purchase in the Finance Department, first floor of City Hall. • If the Examiner's Recommendation or Decision contains the requirement for Restrictive Covenants,the executed Covenants will be required prior to approval by City Council or final processing of the file. You may contact this office for information on formatting covenants. The Appearance of Fairness Doctrine provides that no ex parte(private one-on-one)communications may occur concerning pending-land use decisions. This means that parties to a land use decision may not communicate in private with any decision-maker concerning the proposal. Decision-makers in the land use process include both the Hearing Examiner and members of the City Council. All communications concerning the proposal must be made in public. This public communication permits all interested parties to know the contents of the communication and would allow them to openly rebut the evidence. Any violation of this doctrine would result in the invalidation of the request by the Court. The Doctrine applies not only to the initial public hearing but to all Requests for Reconsideration as well as Appeals to the City Council. • r--•-• ...--,., . I • '. . , .• • • .,1/4 „ ,....,1 41+..d.- I. N'Ill•Liffin<=&.1., . • .fL,L.:, , . . ., N . . • 'I . • • I • • .. .1 .11. ,f • -4 .... .-' • i - 911111111 • go . 4. 1 . 1 . • • • PROJECT '• • ...: LOCATION t• . - . --• . • . . ' %,,,, • sit N1 ....... . , i JIL • .., •• , . 4110111? • . • 'WA . . : ..'. . . • • • ;. . . .11 . . .. . titbit if all. I 1.....N • . it, Nil c 07,11110 . al' . , NTS , iP . . .11 1 p.-pi 41110 C•A•I . .. .•., :•• • . . ,..ii - • _••• • .... • . . • . . . • •... .• . . . • . • . ... . . , , . .. . • . • _ • •. . •OLP. u4tzir 1 § : . . I 4: 4, • . 4 • . • • . . w ,.4 1 ... . . I• . a - .. e 51- _. s . . . , . - : 1 a . . .. _ .. • 11. ' . . . . . \ s 11.0 iT , ' i le. 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',1, I I. 2 J 17 C°14 41 BURIED UTILITIES IN AREA ® 24 CALL BEFORE YOU DIG , 1-600-424-5555 • ;, • :: - . , , • . c ,; • , . • , • r , .. . . .::: • '.'....S.. ' ' .....: „ , .,.. • • . • • ,,, • , • "..., ' • / ,.._ • • .. + • ',. , • AFFIDAVIT OF PUBLICATION Elaine Kahns, being first duly sworn on oath states that he/she is the Legal Clerk of the VALLEY DAILY NEWS 600 S. Washington Avenue, Kent, Washington 98032 NOTICE OF PUBLIC rite ilNL a dailynewspaper six (6) times a week. Said newspaper is a le al newspaper RENTOT HEARING EXAMINER published9RENTON, WASHINGTON • of general publication and is now and has been for more than six months prior to the A Public Hearing will be held by the Ren- date of publication, referred to, printed and published in the English language continually ton Hearing Examiner.at his regular meet- ing in the Council Chambers on the second as a daily newspaper in Kent, King County, Washington. The Valley Daily News has floor of City.Hall, Renton, Washington, on been approved as a legal newspaper by order of the Superior Court of the State of November 5, 1996 at 9:00 a.m. to consider Washington for King County. the following petitions: TALBOT TRUNK WETLAND VARIANCE The notice in the exact form attached, was published in the Valley Daily News LUA-96-116,V (and not in supplemental form)which was regularly distributed to the subscribers during The applicant seeks a wetland var-r. a it the below stated period. The annexed notice, a order to construct an 8 inch gravity sewermain to serve proposed and potential sing'c family developments. Location: So.34th St. Notice of Public Hearing to Talbot Rd. So. • Legal descriptions of the files noted ,„ above are on file in the Development Ser- as published on: 10/21/96 vices Division, Third Floor, Municipal Build- ing, Renton. •All interested persons to said petitions The full amount of the fee charged for said foregoing publication is the sum of$33.69 are invited to be present at the Public Hear- ing to express their opinions. /� Published in the Valley Daily News Octo- I r� I J1�/) /�j n ber 21, 1996. 2168 L gal Clerk, Valleey,�/Dai/ly(/News cle1 �+ (Y Subscribed and sworn before me on this '' day of , 19'T S„.ssiis, 110 lf, 't m FE 6-i--.0., - ,,-Nir,_ - _,J,", ,, ,.,.„....,„. �� of AR j v,.. ,, c, __ Notary Public of the State of Washington • ' 4c residing in Renton J,;QP U i3`\G�bo= King County, Washington 9j •••.,31.L• .v �. F�F �A ,r� d :SW CITS 3F RENTON boa "� Planning/Building/Public Works Department Jesse Tanner,Mayor _.. Gregg Zimmerman P.E.,Administrator - October 30, 1996 • Mr. William Holladay Hedges& Roth - 14450 NE 29th Place, Suite 101 Bellevue, WA 98007 Subject: . Talbot Trunk Wetlands Variance LUA-96-116, V • Dear Mr. Holladay: . , am in receipt of your request for a determination by,the Department Administrator that the policies that = -:. ;. determine the need for sanitary sewer service and storm water lines to serve the O'Connor subdivision = supersede the policies:contained in the Wetland.Management:Ordinance:. SUMMARY OF REQUEST: You have submitted a request for a variance from the Wetlands Management Ordinance in order to • construct an 8°sanitary sewer line and a 12"storm line:through five wetlands or their buffer areas.• Section 4-32-5.H.1.c.1 requires that as part of the vanance request the Department Administrator to make a determination that in this case the policies regarding the sanitary sewer_and storm line need to supersede the policies contained within the Wetland Management Ordinance in order to protect the health, safety, and welfare'of the area residents:'; • The variance will allow for the construction of approximately 1,900 linear feet of sanitary sewer line and an equal length of 12"storm water main. Approximately 115 feet'of the',sanitary sewer will be constructed within the Category II wetland buffer area and 40 feet of the sewer will be constructed within the wetland area. Also, approximately 500 feet of the sewer line will be constructed within the Category III buffer area and 210 feet of the line would be,located.within Category Ill wetlands. ,• , FINDINGS 1. The applicant seeks to construct approximately 1,900 linear feet of 8"•sanitary sewer line and 12" - storm water line in order to provide service from the O'Connor Plat area'down to Talbot Road South. The proposed route for the line passes through Category II and III wetlands and the associated buffers. • 2. The Wetlands Management Ordinance does not normally allow for the construction of new utility lines within wetlands. Under Section 4-32-5.H the applicant has requested a variance in order to construct the proposed utility lines. • • 200 Mill Avenue South - Renton, Washington 98055 ®This paper contains 50%recycled material,20%post consumer • 3. Section 4-32-5.H.1.c.1 states: Competing public policies have been evaluated and it has been determined by the Department Administrator that the public's health, safety, and welfare is best served. 4. The policies requiring the provision of sanitary sewer and storm lines as well as wetland protection have been established by the City of Renton. The sanitary sewer line and the storm water line are • required to protect the health,safety, and welfare of the residents in this area. • - • 5. No feasible alternative.routes were found that would have less of an impact on the wetlands than the proposed route. 6. The applicant will be required to restore the wetland and wetland buffer areas disturbed by the proposed construction as established by the variance request project narrative submitted by B- Twelve Associates, Inc., dated 9/24/96..The impacts on the wetlands will be minimal.• 7. The applicant will be required to design the systems so that future maintenance activities will not need to intrude into the wetland areas. DECISION:� - . .. - •_ .' - • It is the determination of the Department'Administrator that there'are competing policies in regards to the : • - need for sanitary and storm sewers and.the,need to protect wetland`areas.- Furthermore, in this case due to the minor impacts to the identified wetlands and the nature of the restoration proposed by the '-- '::; :` - ` 'applicant,the policies regarding sanitary and storm:sewers should'take,precedence over the policies for the prohibition of new storm and sanitary sewer lines extending through wetland area's: , Sincerely, • rY;< >� ;;,• F ie?7 . 7,4 •. Gregg Zimmerman,Administrator:`` ' . : b,-.,: i z: . - - • Planning/Building/Planning/Building/Public • • P Works Department• �� .�',,x `�i> ,:, • cc: Mark R. Pywell, Project Manager > •• , Jana Huerter, Land Use Supervisor,;,; s; - ., Fileu • • edges ENGINEERS PLANNERS SURVEYORS AM/FM/GIS & o t h Engineering, I n o. LANDSCAPE ARCHITECTS October 29, 1996 DEVELOPMENT PLANNING CITY OF PFNTON City of Renton OCT 3 01996 Current Planning Division 200 Mill Avenue South RECEIVED Renton, WA 98055 Attn: Mark Pywell RE: Soos Creek Water & Sewer District Talbot Trunk Wetland Variance No. LUA-96-116,V Dear Mr Pywell, On behalf of Soos Creek Water & Sewer District this letter is a supplement to the application submitted on September 27, 1996. The construction of approximately 1,930 lineal feet of 8-inch gravity sanitary sewer main is required to provide gravity sanitary sewer service to the O'Connor Plat, a single family residential subdivision recently approved by the City of Renton. The location of the gravity sewer impacting the wetlands and buffers as shown on the attached drawing is adjacent to the Hearing Examiner Decision for the offsite storm drain for the O'Connor Plat. The two utilities occupy the same utility easement on the alignment prescribed by the previous public hearing decision. This location is further justified by the Wetland Analysis and Restoration report prepared by B- twelve Associates dated September 24, 1996. We look forward to the Public Hearing on Tuesday November 5, 1996 at 10:00 a.m. If you have any further questions please call me at 682-7426. Very truly yours, HEDGES & ROTH ENGINEERING, INC. Bellevue Office " 6(, 441452. William L. Holladay Permit Coordinator cc: SCWSD, Alice Marshall H&R, Phil Williams B-12, Ed Sewall f:\04\668\dots\varsup.Itr 14450 NE 29th PI., Suite 101, Bellevue, Washington 98007 Bellevue, WA Wenatchee, WA (206) 869-9448 800 835-0292 Fax (206) 869-1190 Chelan, WA Puyallup, WA • iip. 0SE 30-23-5 OLD WETLAND FLAGS I I BY B-12(9-20-95). I WETLAND•D'# I _ I 518.25WET FLAGGED EDGE 104772 (NON-REGULATED) 1 'II (NON-REGULATED)ED) 32 OF WETLAND-0•* - I "' I 1 i �;: , 19fl33 (CATEGORY 3) .r 27 ^ •• i �,m - +:,:. 671.3z r W y L Zs. I 4 1 a45 �/ \; I I - ''�` z; • ., m� 4. y� m m 9 uFH 11 €.:... W z Ir • ' _� W y1543.W0 W M .fi68-6' ry $ _\ v. I I J '1•} +- 5:N'�'T (r}} 'L i CL OF DITCH l ti • f -_'4 ._ - _ - - ... ... 4J Pi.Z' • • 7' • .T�'-•<Y•;C;y: .��x;.C' .>-'•••<T•w:t> a'Oi!J r / �// / ;:;:?Sflr.,:,:g • i�4' I _ L. T,n $. ) MH 668-5 if'D�!/Il�.F•.I. �ii•.iti:'y♦'•:r•aU:�.`w.s�r i,s! /.�1�� 1.j//e�� j����.,:..,✓1�== VA('� - --- T- J as �;zna I • °�' --- '7/..%iluioO� ^",. aGa�`' %�i//,Z///�/.J.l.'�G.e _ I/�/!!!!!L.� Y•''/,. �j.y��f .�-- =1- _=6"� - - ' ------- r;r h. a��u 0. 7 zfew. go Ipo y vmI I 5 ,--• cam. _r {• q'i • • 802.7E " �� `%i� t2zs.4z�. / ' t W •,•2�J' BUFFER 1 EX.MH/680-1 I ( r % 111 i�.VAW �s 1tn.43 10'TYP. / m�" ' I -� PROPOSED-STM.SWR. ,• - �• i W W j� J `��= • --.-. _ 44•• I .- nn. �' 1"�Y:1 = 71 1' �'/0 �111o7:P -`- 119'TYP. 20 CLEARING a W W I a I I - - `"""fi `a-.1 WOOD POST& 23' O 6949.60 >• 22 •�0 I c[ LIMITS I rG'-'_ i f5•POST&WIRE FENCE _ _ )iN� i:71 I I --- - +�•s•.�.,w.:q "' •.�I WIRE ARBOR �n /� ^- I g p�� ZO'CLEARING UNITS 50' /•w ,I. q. I r (� I • ,.-_._• - _ a i.jE.-... ! �� - Oi 25 BUFFER• Doi o R, 10'TYP. BUFFER .r, W .1• F 1 m G: -. f;. I U � �.: ,1 LAGGED EDGE1 ® �.•--•r... i _- PROPOSED SIM.SW'R. 12•CC N C _ R /'`7 .';f. �� OF WETLAND A'* I -- �� T$.y ' 91, ��- - _'�17 B6UL "•-l.J, L OF DITCH= , 'Eniki .Y W w W .1. .I• 4- W a W •I- W W ,y (CATEGORY 2/3) I a m a .�. -. - i%f_ ew•�N 1'11! �• _ -. -7rx `%�L/� )�((`�� y 1F°.92W W W W W ..A W.. 1 • .. • W _ '.� ,firs J m.,.../ems,..,__.4,„.4, i/ 'f, Az.7--,„,-,,'i•-i� yjrr ii r i�'f,:}j' y W a W y W W I' ��x`_'tea+ �r.� '• /// 7r/ ... /�� ��- rir4 �//U.• , V:::'2i':• FS.., •L J• W W F a.s .+r•3++'7� r ✓r��� f-_-`''._. '_--' _ ��! +..•w.:S.. r// :.:w, fxn;,Qi` u• u• w .1• W .v r .r 4. y w .• l CIal. 7 r - -•' `t {MH 668-4 W W y W y W W W W N J *SEE WETLAND ANALYSIS/MIT GATION ® L REPORT OY 8-12 ASSOCIATES DATED r.em.MH 668- ly'TYPu �W W y W W W AUGUST 1996, `q-� 15'T1P. e W W I C OF DITCH v- 1402.27 W W -EDGE OF CLEARING W W W W W W W W W W W W W �' W "' W "- "• W W 'u-20' CLEARING .1. %+�, v-W C.) UNITS W W FLAGGED EDGE W W W W W W W W W W W W W W "' W "• W �.na.= I-, a SOIL ELT PIT OF WETLAND A•# W _ 'y < '' (TYPICAL) (CATEGORY 2/3) • - .1- - ROCK CHECK 1/ n7 \/ SILT FENCE 2 II �I I�• ... g R �_n... r 2 I DAM (TIP.) �. (TIP) O -�IIIIIIIIIIIIIIII!II pIIII ' • u la7 1(7 --�-1D y I S. 1i,7 E�r,x M M j N EV fL�..\ F' ..,, 6 W m p p LIII . . W� 1•�mV o , LL1 v3i 50 0 so 100TO TN 90r r,�S �,�� • „� „� „a �U��,,,,,,,,,�,�a ® ,; - a Qom :a: SCALE IN FEET S-.wa�'T-,r•. - --. O re C i q I I TEMPORARY EROSION AND SEDIMENTATION CONTROL NOTES: C37 j 2 W I. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS.A PRE-CONSTRUCTION C N - O m LEGEND. MEETING MUST B,:HELD WITH THE CITY OF RENTON DEVELOPMENT SERVICES DIVISION, .I-T.; I I.II PLAN REVIEW PROJECT MANAGER. •� to n 4 . i I-- Il.l -"' EDGE OF WETLAND m U % W o 31 = 2. THE BOUNDARIES OF ME CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY 0 0_ CL OF DITCH 5 : -----•-'-'-'- WETLAND BUFFER LINE FLAGGED BY A CONTINUOUS LENGTH OF SURVEY TAPE(OR FENCING.IF REQUIRED) W 72•CC I YM -� PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD,NO DISTURBANCE -4APPLICANT/TESCCD Q o ' •x 60•WIDE ROLLS).USE STAPLES OR WIRE CONSTRUCTION. C J v m •° A a u 8up5 ASPHALT ROAD RING TO ATTACH OR EQUAL(TYP) 6" DITCH W/ROCK CHECKDAM A H FABRIC TO WIRE(TYP) u «1��R�,--,�>M.= 5 - r, �ti - - L_ 3. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED W a o w I u �R[fi Saki. �gir%:>� SILT FENCE ,s II I AND IN OPERATION PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION TO ENSURE �„ ItIV r�• �� -- _ I I 11.1L1.MM.:.71:::::1A2 I THAT SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL • I "' I W :;;T:n.,,,,. m- T-�+• WETLAND IMPACT ( D•c I I x'A'' I EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY N W.: .'�.#:.�;.<7'•.'•+: - - •ice 0_' Y ~si I I A 4 t♦.�, ��' Z ".'.... 1I 'I ' t CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETED AND y I I MH 668-1 i NH 668-2 - �j/////////////////��( �ND BUFFER IMPACT j :�.;; c o RPEPLACEMENT TENTIAL RAhD ADDITIONS EROSION/SEDIMENTATIONN HAS S CONTROLSED. THE OSYS EMS SHALLE BE M Z o O ry n I CL OF DITCH 13' J 9"'y't a-^mac+_ 1 1 NSLOPE Li 3 r I I I I Or' 15' • II ^-IoGFJAcF.::._{ -.........._-.-. ,� a {i THE RESPONSIBILITY OF THE CONTRACTOR. - v w L m GRAVEL DR- 41 , BB:�G' •DU mod_ . xW: :A N COW p.®1 fl _' I i�ygWrxII ..441 I - 4. THE ERODON AND SEDIMENTATION CONTROL SYSTEM DEPICTED ON THIS DRAWING ARE OC/ Z O O 2 4 0 1" 4. Q _ P L I I 11 I I II II I y I I INTENDED TO BE'OINIMUM REOUREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS ry W V• I e BURY BOTTOM OF FABRIC I� I CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE.ME Z y13 12 I I f I.I 3.5'CHAIN LINK FENCE U MATERIAL IN 4•x 4-TRENCH U I MIN. CONTRACTOR SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL (! z _ LJ FACILITIES WILL BE NECESSARY TO INSURE COMPLETE SILTATION CONTROL ON THE Z M1 - 1 I NN I_ E•MA%.•• _I PROPOSED SITE. DURING THE COURSE CT CONSTRUCTOR,IT SHALL BE ME - 3 u 4 . NOTE: SAVE PINE TREES r6• (- -I 1}II PROOOE 3/<" _1 1/2•Dlq. OBLIGATION AND RESPONSIBILITY OF 7HE PERMITTO TO ADDRESS ANY NEW CONDITIONS 1- t. O 0 N _I I •�', e-n 1 2•x 4'WOOD POSTS.STANDARD OR BETTER WASHED GRAVEL BACKFILL WITFI THAT MAY BE CREATED BY HIS ACTIN TIES AND TO PROVIDE ADDITIONAL PROTECT ADJACENT •�� J I.i w T/I NATIVE SOIL OVER AND ABOVE MINIMUM REQUIREMENTS.AS MAY BE NEEDED TO •.I z > O •N Z 62 C) I f^"" GRADE OR EQUAL.®6'O.C., PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. CD Z LI a 3 o w O D mI WM�I,' s+auas - ALTERNATE: STEEL FENCE POSTS (� Cl_ N ''rm 1 f • - ••POST SPACING MAY BE INCREASED SIDE VIEW 5. APPROVAL OF MI5 TEMPORARY EROSION AND SEDIMENTATION CONTROL(TESC)PLAN .:C 8 m '' m . TO B•IF WIRE BACKING IS USED DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN(E.G. C I I1. I �� SIZE AND LOCATION OF ROADS,PIPES.RESTRICTORS,CHANNELS,RETENTION J GONG DR. co FACILITIES,UTILITIES,ETC.). Z m 44 eMl ilv ITT-CONC. FILTER FABRIC FENCE NOTES: 6. DURING THE TIME(PERIOD OF NOVEMBER 1 THROUGH MARCH 31,ALL PROJECT DISTURBED (--L-.' o O a - ?,.2.) it I 1. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF ME BARRIER TO SOIL AREAS GREATER THAN 5.000 SQUARE FEET,THAT ARE TO BE LEFT UNWORKED FOR M 202•-4•ROCK AT A SUPPORT POST,WITH A MINIMUM 6-INCH OVERLAP AND BOTH ENDS SECURELY FASTENED TO ME POST. MORE MAN TWELVE(12)HOURS,SHALL BE COVERED BY MULCH,SODDING,OR PLASTIC n /� all y AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY,FILTER GLOM SHALL BE SPLICED TOGETHER ONLY I N--W�.Z7•2 COVERING. DURING ME DRY SEASON,ALL PROJECT DISTURBED 50¢.AREAS GREATER I- c I- I ,1tLy' rk CO THAN 5.000 SQUARE FEET,THAT ARE TO BE LEFT UNWORKED FOR MORE MAN SEVEN 0 N I Q•oK1I J 5- n 2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS(WHERE FEASIBLE). THE FENCE DAYS.SHALL BE COVERED BY MULCH.SODDING,OR PLASTIC COVERING. _ --7 POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO ME GROUND(MINIMUM • ® C I I1 ann OF 30 INCHES). 7. ME TESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/TESC ROCK CHECK DAMUJ F- _ 3. A TRENCH SHALL BE EXCAVATED,ROUGHLY 4 INCHES WIDE AND 4 INCHES DEEP.UPSLOPE AND ADJACENT TO SUPERVISOR AND MAINTAINED TO ENSURE PROPER FUNCTIONING.DURING DIE RECORDS Co Z II THE WOOD POST TO ALLOW THE FILER FABRIC TO BE BURIED. (NOVL1eMROUGM0MARG7 31)ANDOF MONTHLYREVIEWS(DURINGTME DRY SEASON(APRIL O J D CBCO Y I 4. H I EN STANDARD STRENGTH FILTER FABRIC IS USED,A WIRE MESH SUPPORT FENCE SHALL BE FASTENED 1 TO OCT 31). ILIIPII n W SECURELY TO THE UPSLOPE SIDE OF ME POSTS USING HEAVY-DUTY WIRE STAPLES AT LEAST 1 INCH LONG, 8. ANY AREA NEEDING TESC MEASURES,NOT REWIRING IMMEDIATE ATTENTION,SHALL BC DJr:C C' II yn., TIE WIRES OR HOG RINGS. ME WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL ADDRESSED WITHIN FIFTEEN(I5)DAYS.I 41.1 '`}} NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. T a Z i CO I' 1110' TYP. 131./Nd.A L B 9, IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK - W • I-- Q 5. ME STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE,AND 20 INCHES OF IS ANTICIPATED FOR A PERIOD OF 30 DAYS OR MORE.ALL DISTURBED AREAS MUST BE. CO 0 J Z �/ A III( 20 CLEARING LIMITS - ,1 THE FABRIC SHALL BE EXTENDED INTO ME TRENCH. ME FABRIC SHALL NOT EXTEND MORE THAN 30 INCHES IMMEDIATELY STABILIZED WITH MULCHING,GRASS PLANTING OR OTHER APPROVED •- - 1 11 I -`x%xi,. ABOVE ME ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES EF090N CONTROL TREATMENT APPLICABLE TO ME TIME OF YEAR IN QUESTION. CRASS .6 Z Z J a °' 78 I r IF I 21 SEEDING ALONE WLL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH Q J _ 1'SUMP 6. WHEN EXTRA-STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED, ME WIRE MESH SUPPORT SEPTEMBER INCLUSIVE. SEEDING MAY PROCEED.HOWEVER.WHENEVER IT IS IN THE W I..- Z = U II FENCE MAY BE ELIMINATED. IN SUCH A CASE,ME FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO INTEREST OF ME PERMITTEE.BUT MUST BE AUGMENTED WITH MULCHING.NETTING.OR 11, 1 • S 34TH ST SPACING BETWEEN CHECK DAMS THE POSTS W1M ALL OTHER PROVISIONS OF STANDARD NOTE 5 APPLYING. OTHEROD TREATMENT APPROVED BY ME CITY OF RENTON.OUTSIDE THE SPECIFIED THE Q U¢ j W ~ Cl l=DISTANCE SUCH THAT POINTS A&B ARE OF 7. ME TRENCH SHALL BE BACKFILLED WITH 3/4-INCH MINIMUM DIAMETER WASHED GRAVEL. a O 'EX.MH 6-6 IS. THE TESC FACILITIES ON INACTIVE STATUS SHALL BE INSPECTED AND MAINTAINED A CC I. o42 I Cl WV _ __ EQUAL ELEVATION. - ` O T -1-Z•4 u - HOE: PLACE IN ALL DITCHES NEXT TO CONSTRUCTION. W. BEFOREFMEIC FENCES SHALL BE REMOVED NX-IEN THEY UFSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. THEIR USEFUL PURPOSE,BUT NOT MINIMUM OF ONCE A MONTH OR WITHIN d8 HOURS FOLLOWING A STORM EVENT. W Z W m o Z 11. AT NO TIME SHALL MORE THAN ONE(1)FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE II 1 I 2O 9. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY WITHIN A CATCH EASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE W 0 Q II'p_ DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY, CLEANED PRIOR TO PAONG. THE CLEANING OPERATION SHALL NOT FLUSH o IjJ I--• SEDIMENT-LADEN'WATER INTO ME DOWNSTREAM SYSTEM (� U ROCK CHECK DAM DETAIL 12. FOR ALL EROSION/SEDIMENTATION CONTROL PONDS WHERE THE DEAD STORAGE DEPTH (n O SILT FENCE DETAIL O EXCEEDS fi INCHE:.A FENCE.A MINIMUM OF 3 FEET RICHW W IS REIRED, TH 3:1 m SIDE SLOPES- 0 2 20 15 13. A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE,24'X 50•X 8"OF 4- TO 6-INCH • (I) BURIED UTILITIES IN AREA QUARRY 9'ALLS SHALL BE LOCATED AT ALL POINTS OF VEHICULAR INGRESS AND EGRESS CALL BEFORE YOU DIG TO DIE CONSTRUCTION SIIE -800-424-5555 BASE NAP C-'1 ir SHEEi 2 OF 4 • DRAW NG CITY OF RENTON CURRENT PLANNING DIVISION AFFIDAVIT OF SERVICE BY MAILING On the 6`41 day of op , 1996, I deposited in the mails of the United States, a sealed envelope containing documents. This information was sent to: Name Representing 13.k\1 i\1 ad Orecio e-b aysd Shetv\re-Aelbt r1 Sftec.1r' Sods &&Ce_V— L126'rey• E S e ms' • V\ otry 111•a-tALivn Gwe.rra.. utvlAi LioS 1OVrA3A to-tetxvl (Signature of Sender) .%)JAZki0. k-• Scombosicir STATE OF WASHINGTON ) ) SS COUNTY OF KING ) I certify that I know or have satisfactory evidence that ?/ J/2A <. 6-— signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses,Mnd purposes mentioned in the instrument. 0> �' . Dated: /6l-30/ ,g Notary 6ublic in and r the State Notary (Punt) Rx .(�t�G /�— My appointment expires: 7 /*' Project Name?— �. -- vu.�— Nk \ Viu,uuNcC Project Number. 9( _ lap 1 v NOTARY.DOC . . . .... .:::::.::... :..::.:::::...::....;..: . . :. 6 .....996 .OUNGrL CHANCR�RS, S�GOIVI�:�'LOO�tt R�NTON 1VfUNIGIP�►�. �UILOING ...:.$::a.p.phoati:on(s) listed are jrt order of.,application..number only and not necessanl the order in whjch .:. ..........:........ the ::wi:I.be.hea..,.:..terns wr l..be.calle .for.tre rah :>at the.:d�.scret�on.of..th..e.:Hean.� :::Examin.cr.:<»::> PROJECT NAME: Talbot Trunk Variance PROJECT NUMBER: LUA96-116,V PROJECT,DESCRIPTION: The applicant seeks a variance to the Wetland Management Ordinance in order to construct an eight inch sanitary sewer through a Category II wetland. Location: NW 1/4 of the SW 1/4 of Sect. 29, T23N, R5E,just west of SR 515 in the vicinity of the extension of SE 172nd Street. City of Renton PUBLIC Department of Planning/Building/Public Works HEARING PRELIMINARY REPORT TO THE HEARING EXAMINER A. SUMMARY AND PURPOSE OF REQUEST: Public Hearing Date: November 5, 1996 Project Name: Talbot Trunk Variance • Applicant/ Hedges& Roth Engineering, Inc. Address: 14450 NE 29th Place, Suite 101 Bellevue, WA 98007 Owner/ - Soos Creek Water& Sewer Address: District Ron Speer, District ' Manager • P.O. Box 58039 Renton, WA 98058-1039 File Number: LUA-096-116,V . Project Manager: Mark R. Pywell,AICP • Project Description: The applicant seeks a variance to the Wetland Management Ordinance in order to construct an eight inch sanitary sewer through a Category II wetland. Project'Location: < NW 1/4 of the SW 1/4-ofSect. 29, T23N, R5E,just West of SR 515 in the vicinity of the extension of SE 172 Street. 4 'p 8 '7 4t h.v " . . 1' ,�, T ice``. 'i,c� 4i �• '[]'. 'f7: :Q a. z9TN .sT.I I ' lit , 414-1,•lit.'"'. .,.;).;:„ •\ ':, ! 1 ss.' Ek ! -4. L' -.-' •,,"'-e.1 s. ]IST 6T. Ilft.fT a ll]T G[ ng, •< I B ••�• l 'O �' ._ F- H:1•l•l•t: ., ••J,y _7 -ice 'O• 3 e I:"-ML4 `� .N "'..,,. 4 I' `.i. ., .:,41 RS F i,.,- . .,. u BraiiiiiiiiiM 1 � '�'LL ARV,Ra`N0.5 ll . ---,,:.'"'" . • • • I= e` q`\`\ s,tt `4 '' y� VIipoRCid --s ;�:::t '� �r i t .•..I.....n vra,renl-�mnl.en,4 \ 169T• �-. � {,- ,Ep�i�p 1691N y�R.•, „� �s B.. YGL i --� .. :: ..1 ® to �f.\� `•TI.D. „'B I L. L. .. I 1/,.ir1(..III J � nG� I 0 n^`n.•..m... , - ,:�. :9���.SEA 'T3D�9T_, I j mi Al ki ..1717F1 � TM o���C 1 r Y- \g. \9 G' j i 1,. _ . - •PlemaZal 41.ain R-8 I \,.•i i 1 .1"''''''''''''" hill\ 1 • .,.f.; w ay s" a, `�• NET ; int I n / ___ I. ' r N.w .1 "e�� -19I.ro.nD `0 w�,- '�`�' I�®•� 6 'II tf- • City of Renton P/B/PW Department t— ' Preliminary Report to the Heating Examiner TALBOT TRUNK WETLAND VARIANCE LUA-96-116,V PUBLIC HEARING DATE: November 5, 1996 Page 2 of 8 B. GENERAL INFORMATION: 1. Owner of Record: Soos Creek Water& Sewer District 2. Zoning Designation: Residential- 8-du/acre (R-8) 3. Comprehensive Plan Residential Single Family :Land Use Designation 4. Existing Site Use: Vacant • 5. Neighborhood Characteristics: North: Single Family Residential East: Single Family Residential South: Single Family Residential West: Single Family Residential 6. Access: Talbot Road South 7. Site Area: 12.6 acres 8. Project Data: area comments Existing Building Area: N/A New Building Area: • N/A Total Building Area: N/A • C. HISTORICAL/BACKGROUND: Action Land Use File No. Ordinance No. Date Annexation 4476 10/17/94 Comprehensive Plan 4498 10/17/94 Zoning 4405 2/20/95 HEXRPT1.DOC City of Renton P/B/PW Department Preliminary Report to the Hearing Examiner TALBOT TRUNK WETLAND VARIANCE LUA-96-116,V PUBLIC HEARING DATE: November 5, 1996 Page 3 of 8 D. PUBLIC SERVICES: 1. Utilities: Water: None Sewer: None Surface Water/Storm Water: None 2. Fire Protection: City of Renton Fire Department 3. Transit: N/A 4. Schools: N/A 5. Recreation: N/A 6. Other: N/A E. APPLICABLE SECTIONS OF THE RENTON MUNICIPAL CODE: 1. Section 4-31-5, Residential - 8-du/acre (R-8) Zoning 2. Section 4-32, Wetlands Management Ordinance F. APPLICABLE SECTIONS OF THE COMPREHENSIVE PLAN: 1. Land Use Element/Residential Single Family 2. Environmental Element G. DEPARTMENT ANALYSIS: 1. PROJECT DESCRIPTION/BACKGROUND The project consists of the installation of approximately 1,930 lineal feet of 8" pvc gravity sanitary sewer main extension, seven sanitary sewer manholes and associated appurtenances to provide gravity sanitary sewer service to the O'Connor Plat, a single family residential subdivision located in just west of SR 515 and just east of Talbot Road South. All of the sanitary sewer will be on private property which Soos Creek Water & Sewer District has easements for a sewer line. As part of the O'Connor plat the need for the sewer line as well as a storm line in this area was identified. The storm line would consist of 1,600 lineal feet of 12"cpep pipe and seven catch HEXRPT1.DOC City of Renton P/B/PW Department Preliminary Report to the Heating Examiner TALBOT TRUNK WETLAND VARIANCE LUA-96-116,V PUBLIC HEARING DATE: November 5, 1996 Page 4 of 8 basins. Approximately 115 lineal feet of the sewer lines will be constructed within the fifty foot buffer area of the Category II wetland and approximately 40 lineal feet will be constructed within the Category II wetland area. Approximately 500 lineal feet of the sewer lines will be in the buffer area for Category III wetlands and approximately 210 lineal feet of the sewer lines will be within Category Ill wetlands. This request will allow the construction of approximately 250 lineal feet of 8" sanitary sewer and 12" storm drain within Category II and III wetlands. Also approximately 615 feet of sewer and •storm drain will be constructed within the buffer areas of the Category II and III wetlands. The layout of the storm and sewer line was determined through the public hearing process for the O'Connor plat. At that time it was known that there were wetlands in the area but the need for a variance was not addressed. Soos Creek Water and Sewer District has determined that there are no practical alternatives to the proposal. In order to serve the approved O'Connor plat with gravity sanitary sewer service the proposed location provides the best means of extending the sewer from Talbot Road Southeast to the plat. The proposed project includes the temporary disturbance of 803 sf of Category II wetland, 4,699 sf of Category III wetland, 2,321 sf of Category II wetland buffer, and 10,909 sf of Category III wetland buffer. All disturbance including temporary spoil pile placement would occur within the 20'foot wide temporary construction easement. The applicant proposes to restore the disturbed areas to an equal or high level of wetland than exists at this time. The maintenance of the sanitary sewer will be the responsibility of the Soos Creek Water and Sewer District. The maintenance of the storm line could be the responsibility of the City of Renton or it could be a private line.' In any event either or both of the lines could be transferred to the City of Renton at some future date. The applicant will need to record the access and maintenance easements to Soos Creek Water and Sewer District and to the City of Renton to ensure that there are no complications at a future date. 2. ENVIRONMENTAL REVIEW The Soos Creek Water&Sewer District took lead agency status for the environmental review for the proposed project. The responsible official issued a Determination of Non-Significance on July 17, 1996. All comment and appeal periods have expired and no appeals were filed. 3 COMPLIANCE WITH ERC MITIGATION MEASURES No mitigation measures were required. 4. STAFF REVIEW COMMENTS Representatives from various city departments have reviewed the application materials to identify and address site plan issues from the proposed development. These comments are contained in the official file, and the essence of the comments has been incorporated into the appropriate sections of this report and the Departmental Recommendation at the end of the report. HEXRPT1.DOC • 5 City of Renton P/B/PW Department Preliminary Report to the Hearing Examiner TALBOT TRUNK WETLAND VARIANCE LUA-96-116,V PUBLIC HEARING DATE: November 5, 1996 Page 5 of 8 5. CONSISTENCY WITH WETLAND VARIANCE PROCEDURES Section 4-35-5(H) "If an applicant feels that the strict application of this Chapter would deny all reasonable use of the property containing a wetland or associated buffer, or would deny installation of public transportation or utility facilities determined by the public agency proposing these facilities to be in the best interest of the public health, safety, and welfare, the public agency, the applicant of a development proposal may apply for a wetland variance. An application for a wetland variance shall be filed with the Department Administrator. Requirements for a wetland variance include an environmental review pursuant to WAC 197-11- 300 (SEPA). A wetland variance for Category III wetlands will be decided by the Department Administrator. A wetland variance for other than a Category III wetland shall be decided by the Hearing Examiner based on the following standards set forth in this Section:" A. That the applicant suffers undue hardship and the variance is necessary because of special circumstances applicable to the subject property, including size, shape, topography, location or.surroundings of the subject property, and the strict application of the Zoning Code is found to deprive subject property owner of rights and privileges enjoyed by other property owners in the vicinity and other identical zone classification; and The applicant suffers undue hardship due to the topography and special circumstances that are only applicable to this area. As part of the O'Connor Preliminary Plat it was determined that a gravity sanitary and storm system is required. These systems need to be brought down to the Talbot Hill Road area where they will connect into existing systems. Wetlands extend across the area through which the storm and sanitary sewer lines must be extended in order to reach the Talbot Road area. Soos Creek Water & Sewer District staff with City staff have reviewed this area to determine the layout that would have the least impact on the wetland areas. The proposed layout was chosen as it does limit the impacts to the wetland to the extent possible. However, the location of the wetlands makes it impossible to extend a sewer line from the O'Connor property to the Talbot Road area without impacting the wetlands. B. That the granting of the variance will not be materially detrimental to the public welfare or injurious to property or improvements in the vicinity and zone in which the property is situated; and The granting of the variance will not be materially detrimental to the public welfare or injurious to the adjacent properties. The area disturbed by the installation of the pipelines will be restored upon completion of the project. Thus, the wetlands will continue to function in the same manner after the construction as they did previous to construction. Due to the slope of the terrain the existing wetlands do not provide a detention or retention function for storm water. The surface plantings do provide some water quality function. This function will remain the same as the applicant will be replacing the wetland plant materials disturb by construction. The City has established policies regarding the hours of construction, the use of City streets as haul routes and the need for temporary erosion control practices during the construction phase of this project. The applicant will need to submit a plan covering these items to the City. HEXRPT1.DOC City of Renton P/B/PW Department Preliminary Report to the Hearing Examiner TALBOT TRUNK WETLAND VARIANCE LUA-96-116,V PUBLIC HEARING DATE: November 5, 1996 Page 6 of 8 C. That if new government and quasi-government facilities are granted a variance under this Section, they will meet the following additional conditions: 1. Competing public policies have been evaluated and it has been determined by the Department Administrator that the public's health safety, and welfare is best served; It has been determined that there are no alternate routes for the storm line or sanitary sewer that would allow them to be constructed without impacting the wetlands. Although it may be feasible to bring.a sanitary sewer line around the wetlands using a series of lift station and forced mains, this type of system would not work for the storm water line. It would also make the line extremely expensive to construct a forced main system .with lift stations and would also be extremely expensive to maintain. The need to provide the utility service in accordance with the adopted utility plans outweighs the impact on the wetlands. The Administrator has determined that the need to provide utility service in this area better serves the public. 2. Each facility must conform to the Comprehensive Land Use Plan and with any adopted public programs and policies; The proposed utility lines conform to the Comprehensive Land Use Plan in that they will allow for single family residential development in the adjacent area. The primary reason for the installation of.these lines is to serve the approved,residential development. Both of the utility lines are consistent with the adopted policies relating to sanitary sewer and storm water for this area. The service area for the Soos Creek Sewer District was established by the adoption of the appropriate plans by the Sewer District and by the service agreement between the City of Renton and the Soos Creek Water& Sewer District. One basis for the agreement between the District and the City of Renton was the provision of service on a gravity system. Lift stations and forced main are subject to more service problems and higher cost to the provider and to the citizens using the lines. In order to provide the most reliable system with the lowest cost possible, it is necessary to maintain a gravity flow in this area. The proposed lines will accomplish this object with only a minimal impact on the wetlands and this impact will be mitigated to the extent possible. 3. Each facility must serve established, identified public needs;and Both of the utilities lines are facilities that will serve established and identified public needs. The level of development for this area has been established by the Comprehensive Plan. It is anticipated that the majority of this area will be developed for single family development at approximately eight dwelling units to the acre. The remainder of the area will be developed for single family development at a reduced density. At the density proposed for this area, the homes will need to be provided with a sanitary sewer system. Also at an urban level of development,that is proposed for this area, storm systems will need to be provided so that the development does not increase the level flow of storm water across the downstream properties. The proposed systems will accomplish these goals. 4. No practical alternative exists to meet the needs. Soos Creek Water & Sewer District staff have reviewed the area under consideration. No alternate routes were found that would lessen the impacts of the project. Alternate routes would require greater impacts to the higher quality wetland area or would require improvements that are cost prohibitive. HEXRPT1.DOC City of Renton P/B/PW Departmenh`` Preliminary Report to the Hearing Examiner TALBOT TRUNK WETLAND VARIANCE LUA-96-116,V PUBLIC HEARING DATE: November 5, 1996 Page 7 of 8 D. That the approval as determined by the Hearing Examiner is a minimum variance that will accomplish the desired purpose. The variance requested by this application is the minimal variance that will accomplish the desired purpose. As noted above, the proposed layout was chosen as it limited the impact on the wetlands by limiting the disturbance within the wetland areas to the smallest area possible. E. That in determining whether or not to grant a variance, the following factors were -'considered and balanced against the public need for the regulation: 1. If there is an available, feasible, and effective measure.to protect the wetland outside of this Chapter; The City of Renton has designated this area to develop for single family homes at a density that requires the provision of public services. There are no feasible methods to provide the level of service required except by the provision of a variance. Without the variance being requested by the applicant, the services required by Code could not feasibly be provided. The applicant will need to restore the wetlands and to monitor the restored areas for a period of five years to ensure that the wetland areas are re-established as required by the Wetlands Management Ordinance. 2. The-extent of the problem-being resolved by this Chapter; The problem.of providing the required services would be fully resolved by the proposed variance. 'The applicant will need to design:the layout of the manholes that will need to be accessed so:that the manholes are outside the actual wetlands and outside the buffer areas to the.:extent.possible: This will reduce or:eliminate any future impacts to the wetlands for the maintenance of these facilities. 3. The contribution of the land being regulated to the problem; The topography and geology of this area causes the groundwater to discharge at the surface level. This flow of water allows for the growth of wetland plant materials and the development of wetland soils. The same slopes limit the design opportunities available in locating the proposed facilities. The combination of these factors leads to the need to request a variance in order to provide the required services in this area. 4. The degree to which this Chapter solves the problem presented by the proposal; The use of the variance will resolve the problems that arose from the need to provide services in this area. Future hook-ups in this area should be able to locate outside the wetlands as the wetlands' policies will tend to discourage development in the immediate area of the wetlands. 5. The amount and percentage of the value lost by application of this Chapter; No wetland area will be lost due to the granting of the variance as long as the applicant is required to restore the wetland area that is disturbed. The existing wetlands, according to the wetland analysis prepared by B-Twelve Associates and dated September 24, 1996, are not of high quality. These wetlands should be able to provide the same functions after construction as they do at this time. 6. The quality of the wetland to be impacted; Most of the wetlands that will be impacted are Category Ill wetlands. The.wetlands are rated as Category Ill due to the past level of impacts that have occurred. An on-site investigation demonstrated that the majority of the area has been impacted by coal mining operations and residential development. Only a small portion of the wetland was rated as Category II. No obvious signs of coal mine operations were visible in this area although it could be assumed that some level of impact would have occurred due to the proximity to the more obvious impacts from the coal mine operation. HEXRPTI.DOC f , City of Renton P/B/PW Department`f Preliminary Report to the Hearing Examiner TALBOT TRUNK WETLAND VARIANCE LUA-96-116,V PUBLIC HEARING DATE: November 5, 1996 Page 8 of 8 7. The extent of remaining uses for the parcel; The parcels included in this application have areas that are not covered by wetlands. It is feasible that additional residential projects could be proposed in these upland areas. The impact of these potential developments will need to be considered at the time that a project is submitted to the City. 8.-The past,present,.and future uses of the property;and ." :..In the past most of the project area was impacted by the coal mine operations. These operations were discontinued,a_number of years ago. -In.more recent times residential development has occurred in this area. At first large lot development occurred. Many of,these lots are still used for residential purposes with many also keeping horses on their property. In more recent time single family homes on smaller lots, 4,500 sf to 1 acre in area have occurred. 9. The extent to which the landowner could predict the effects of this Chapter on the property. Many of the landowners in this area are unaware of the existence of wetlands on their property. The wetlands in this area are not what most people think of as wetlands as there is not standing water. However, the surface areas are saturated to the extent that wetland species thrive in this area and they meet the characteristics required to be designated as wetlands. H. RECOMMENDATION: Staff recommends approval of the Talbot:Trunk_Wetland:Variance,.Project File No. LUA-96-116,V subject to the following conditions:. (1) The applicant shall submit a final wetland's mitigation report to the satisfaction of the Development Services Division prior to the issuance of any permits for this project. This report shall include, but not:be limited to, a plan for the restoration of all disturbed wetland and wetland buffer areas and a monitoring plan in accordance with the Wetland Management Ordinance. (2) The applicant shall prepare plans for the utilities in a manner that locates the manholes outside the wetland areas and to the extent possible outside of the wetland buffer areas. These plans will be prepared to the satisfaction of the Development Services Division and submitted prior to the issuance of construction permits. (3) All easements shall also be designated to the City of Renton for utilities construction and inspection access and maintenance. (4) A construction plan indication haul route and hours, construction hours and a traffic control plan shall be submitted for approval prior to any permit being issued. Haul hours shall be restricted to 8:30 a.m. to 3:30 p.m. unless approved in advance by the Development Services Division. (5) Construction hours shall be limited to between 7:00 a.m. and 7:00 p.m. Monday through Friday, Saturdays as arranged with the Development Services Division but no hours in excess of the weekday hours, and no Sunday Construction. (6) Temporary Erosion Control shall be installed and maintained to the satisfaction of the representative of the Development Services Division for the duration of the project. HEXRPT1.DOC ISSUED FOR 1%.: DATE >E1 r SODS CREEK WATER & SEWER DISTRICT .. . TALBOT HILL TRUNK CONTRACT NO . 1 - 96S • Hedges & Roth Engineering, Inc. SC CONSULTING ENGINEERS • PLANNERS • SURVEYORS BELLEVUE, WASHINGTON (206)869-9448 (206)682-7426 1-800-835-0292 PROJECT DESCRIPTION: THE PROECT CONSISTS OF THE PARCEL#292305-9040: THE NORTH 330 INSTALLATION OF APPROXIMATELY FEET OF THE SOUTH HALF OF THE 1,930 LINEAL FEET OF 8'PVC NORTHWEST QUARTER OF THE SOUTHWEST O M M I S S I O N E R S: GRAVITY SANITARY SEWER MAIN OF SECTION 29,TOWNSHIP 23 NORTH, WITH ASSOCIATED APPURTENANCES. RANGE 5 EAST,WM.IN KING COUNTY. IT ALSO INCLUDES CONSTRUCTION WASHINGTON; N I , I""`�W" ,—± OF TEMPORARY EROSION AND EXCEPT THE EAST 680 FEET THEREOF. �� -I��, SEDIMENTATION CONTROL FACILITIES. ZONE CLASSIFICATION: R-6 _I I •wl i PATRICK J. BRAZIL ��! JOHN F. PAVEL OWNER: SODS CREEK WATER t SEWER DISTRICT SEWER DISTRICT: SODS CREEK WATER t SETTER DISTRICT PROJECT ��,�, 14616 SE 192ND ST LOCATION rn-- - PHILIP CLEMENT QUANRUD RENTON'WA96065 WATER DISTRICT: SODS CREEK WATER t SEWER DISTRICT i(206)630-9900 FIRE DISTRICT: CTY OF RENTON _W. SULLIVAN AGENT/ENGINEER: HEDGES&ROTH ENGINEERING,WC. SCHOOL DISTRICT: RENTON SCHOOL DISTRICT ND.403 )1 en— . L. WEBSTER 14450 NE 29TH PL/101Pik�I BELLEVUE, 84y OU7 SENSITIVE AREAS: WFR ANn•A' I,NTSYYY j� LARGE,FORESTED.CATEGORY 2 3 WETLAND. J I� _ r�'AT7N:NTWAM L HOLLADAY, / Af� _PERMIT COORDINATOR 56R 4N0'B' SMALL,DISTUROED AND HYDROLOGICALLY LEGAL DESCRIPTION: PARCEL/302305-9105: LOT 2 OF KING ISOLATED,FORESTED,CATEGORY 3 WOUND.OPERATIONS MANAGER: COUNTY SHORT PLAT NO.1177127,FILED , — 111"_ UNDER RECORDING NO.7803311125, IMPACTS/MITIGATION: TEMPORARY DISTURBANCE OF 2.321 S.F.OF i . _ 9 L' ' l RON SPEER RECORDS OF MG CONTY,WASHINGTON. CATEGORY 2 WETLAND BUFFER AND OF 10,909 7 S.F.CIF CATEGORY 3 WETLAND BUFFER,. PARCEL#202305-9123: THE SOUTH HALF _I . 1E OF THE NORTHWEST QUARTER OF THTEMPORARY DISTURBANCE OF 60J SF.OF CATEGORY 2 WETLAND.AND OF 4.029 S.F. N �,t7 s SOUTHWEST QUARTER OF SECDCN 29, OF CATEGORY 3 WETLAND. `'� TOWNSHIP 23 NORTH,RANGE 5 EAST.WM. .b 1, —.—Y— ATTORNEY• IN KING COUNTY,WASHINOTCN; �. EXCEPT THE NORTH 330 FEET THEREOF; SITE ACREAGE: PARCEL/302306-910& 2.7 ACRES EXCEPT THE EAST 550 FEET THEREOF. 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SD'TEMP.CENSE.PERMIT C Sum I NO SITE ADDRESS W ROIE'SAYE PNC TREES ROBERT D.h E.JANE SPEER O l L e.�.oE�lt KAL LEAW 21280 RATNER FUDGE LANE NE N N • r,O 0 _• II L��je"l• RENTON,WAT9B055 POOLSBO,WA 9BJ70 n I Q U W. I M II rV•.!PETN.EASEMENT 1 1 i ,Ilk /30.234 V CO II I I m.c 99.( 51002> ✓7(N 13,1 F c Q a It<4ido rr1P. a D) -1 I I �( Ie'T P. ♦ 2 ir::"°3. g he ~ cli m I aUld TEMP.D/WBi.PERMIT W 7 ®� a Ilwlll,�l�EEl I- \sum w 4 b 10 NH E cc j INN :,p NO SI7E ADDRESS ® SCNL w f[Efd 2;9 I I.(• II 11ETN-NING&CNIA-NSIANG CNENG Zm < Il, 11510 17M AVE NENO DIE IAUAA GUESSW IZ V 1' 1�1ISCARCE.wA 9G1]] 16749 AOt%50N STQJl_IiICNG1N0.CA B14]0 y0. y 2mo III, o Wo � < III', I S34THST xVWf- .r,j E7LMN e-e z co';EXIM 6-13 rnID040 0 �I —_1 �I>II O JE oz I > , 17a01 BURIED UTILITIES IN AREAO O CALL BEFORE YOU DIGi LR23 24 1-800-424-5555a•-_ C 94 • • SW 29-23-5 1 . .. . . ....... . • .. .. . EA EMENT • ..._Fl"stal"° ,v $ 1 , Dasini;GRADE\$ ____--- __,...::::::::... ... 11ll 3� • 2 210 .. ' �., i' 200.0EIh . :. _-,r-•''..2,.:--- • .032.5 V '• - e190 g .i - . . .. _ ._ • 'oi N: : : . _ i C 170 s L»aI0(B E) of 5 a z C 2 %2 ' I Ell 12 19ID ' DIV W n S WI NISp IFJ Tn.e / pWrn.D I z T s NO) 5 e 7 e B 10 n i aS 2 O W b a tl 4 e (' PER � .- In = A Ip °r = a Pi; NO 511E ADDRESS . - WELTER W.!I-SE C.STE411AN ST y N�• '98 'z' ^`t 11d36 SE 20aM ST/ldl (5 E-rl(0- I I ` lxW-a[P0.00) --«_- -----n''1 III Iw 1I VENT.WA 98031 STEWS L'N-af T• 1 �yIIIE, 1 f O�a[RANDS'a•. I I I II Nib .- (urtaRr f) • . .1 - l ( !- v . x -T ------+gyp------ - le cy)co LL CL or Do. / �� —' W 1 7 Zro� H G F • . I,/blip.i1 s /,*O�//A�: \ y— "'1 owileo-( C'r.: 1 .e 2 z • comma Sa sw is'PERM.EASEMENT .0 ` I f.i .s ♦ CC < J SY TEIP.C@IlLIN9aar \ i 1 2 S NO SITE a00.C55 "y� _ _ -. F F Nd.L IPOT R "} 119'TYP. ' (2p yY5\ f I - .r.. < V < JJW Ta WOT RO s C= Q• I `9• so' `SIM J / • . - b o w Iw ¢ oJ. p RCNTON, A/e075 lo'TYP. POMP Mo®GQ O Z. • I \ i A xY I— CC LEI PERM.EASEMENT •• r{TIIND,. 'C..'"). ... Y S'I-VT o,Tw MI la-72151SL3fkWF—.—.. ... . . .+. ( rtwn vfl __. scar T.rtn w O 3 < � � _ , U H F .. 11 _ ��`LI`'`µc /Nr"x" ® 0 �' BURIED UTILITIES IN AREA 0 W eee+a war e.e-1).aroxm mem O -- — •—J`. • `•`, `,`,`. `.`,`.`.`.' °JST bra NO WE.OD•E55 f') `:' •T CALL BEFORE YOU DIG 0 • • • • • • L9894 O.NNP1 1—800-424-5555 H `,•.•1:D.tE 16,1E.00ISON ST. f:) 6 2TLwD'.•. 1423•e FNOPID.CA 91436 F_ _____r___ ••x•••• (�`-2 m.rtuwr vf) rob t1.1 ---- 'we' 4 o. 4 1 I •- C-95 NOTICE OF PROPOSED VARIANCE APPLICATION RENTON, WASHINGTON A Variance (V) Application has been filed and accepted with the Development Services Division of the City of Renton. The following briefly describes the application and the necessary Public Approvals. PROJECT NAME/NUMBER: Talbot Trunk Wetland Variance/LUA-96-116,V . DESCRIPTION' `::'�-I t; o ^ The applicant seeks a 1N-et('and Variance in order\to,.constnict an 8 inch gravity • sewer_main to"=serve;pro,posed and potential single family developments. f t• n , ' " as $.3' •• �.l'{ :eft. S �) i J''' CI G..''' " ) ''1 „ fe °- .3 �� �a '',GENERAL;LOCATION: From South 34th Street to Talbot Road South ;' t -' wui PUBLIC APPROVALS: Variance . • The. application can:be reviewed in the Development Services Division located on the thiird floor of Renton City Hall. Comments will be accepted anytime prior to Public Hearings, during Public Hearings, or prior to an administrative site. plan approval. For further information on the application,.or if you wish to be made a PARTY.OF RECORD and receive ,---ldditional 'notifications, by mail, of the City's environmental determinations, appeal periods and/or the public hearing ' __ jlate(s) for this project, please contact the Development Services'Division at 235-2550. Please include the project • NUMBER when calling for proper file identification. . The date :of Tuesday, November 05, 1996, at`9:00 a.m., has been set for a public hearing to, review the above- referenced variance. , The hearing, before Mr. Fred Kaufman, Renton Hearing Examiner, will be held in the Council Chambers on,the second floor of City.Hall;•Renton,.Washinaton. �:- an n j 't '.1.. is/,. s: l y9 icy, jOM ro . - •a • .g t,, �f;•-°. aJ..�jf • it- : ., .is" t - -tit; '4R1 +011%gee ' . .- .s.,,j6. /,'0 • . .; ^... %.. .'''•,' • `::' •.:13,': 0./..i*'. t)17-:•f:;,.. .:. : - ie 4....•., i - 4„AN 7 .. , • ..4":-0 ' . :, 1.! . ...:•, ...'7 Fili 4, -..'..!..1:: .43 ,.r...........i. ani . , • m a•.MIME. • •a•11 is ' .L ' .,•r it. •• - - s 'n "Ii 13:g 0.:gJ;1 ' \ 1 ' i .,.''t `4 M V ..: iim to . t A d' '43 a -1 •:fib. �iASiiri� 1��� 11 e. 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Renton, V ,WILKO4O '9'6-0520245 iN 10/410/96 RETURN TO SENDER . NO FORWASD ORDER ON FILE UN•AB'LE TO-FORWARD RETURN TO SENDER co 9 61 (St S ADDREssED i:ORWARI.;.\-`----1) , WV AN,„ j • iiiit5W10 WRITER "446 ...d2.ates( ' NOTICE OP' PROPOSED VARIANCE APPLICATION . R.ENTON, WASHINGTON -- A Variance (V) Application has been filed and accepted with.the Development Services Division of the City of Renton. The following briefly describes the application and the necessary Public Approvals. PROJECT NAME/NUMBER: Talbot Trunk Wetland Variance/LUA-96-116,V .... rj,l'>'+:/ •-- .�u�.,,. • o ;1 .. ;•..J,+ ,f' ,{ , DESCRIPTION; ' ° , .-... The applicant seeks a Wetland Variance in order"�to iconstruct an 8'irich gravity :sewer main to serve proposed and potential single family developments. -! , ' nn r r r - i, 3ENERAL LOCATION: •m 4 From South 34th Street to:Talbot Road South ! PUBLIC APPROVALS: . . Variance_ , ' •The .application can by reviewed in The Development Services Division located on:the third:floor of Renton .City Hall.' • 'Comments-'will be accepted anytime prior-AO Public Hearings, during.Public:Hearings,'or prior:to an•administrative.site ' plan approval.. For further information on the application, or if you wish-to be made a'PARTY OF RECORD and receive • additional notifications, 'by mail, of the City's environmental determinations, appeal periods and/or the public hearing , - '4_late(s) for this project, please contact the Development Services Division at 235-2550. Please include the project •AUMBER when calling for proper file identification. The date of Tuesday, November 05, 1996, at 9:00 a.m., has been set for a public hearing to review the above- referenced variance. The hearing, before Mr. Fred Kaufman, Renton Hearing Examiner, will be held in the Council Chambers on the second,floor of City Hall, Renton, Washinston.,.., • . ' • •• i'.. t- , . V !' Ism_ 1 A 'i, • ,101kr ".4 : � . - 1. ; '11 ,", !,,'':,.. ''% ''. --,ic.!..1-' ••-Lel; :,1126. 41:7410121F, •_ r ••" ,4100".-40 • . ..1.`.!r .... . .:;:, ::•°: ;r'.c.t,-:.•4E:-.• 4% 1-' dV17, ' ! ��. am n. "Via _• _ • - ' +r '�,g -�c�o-•� s: �"__- _ ! .jr ! " { Ii. • _ "y'Artcf�s FAttl�N0.5 1•",� I 1 _ '''' V : a-'.7' .." '''4711X4 i.." 411./Z iyili 1.4 ' • •8 '17)-•'..4i15 41•'• '..,ert,..,, ,'D_I 9- ; " +*-:- - o ' �7i. \----7iner..,,,pc.i., att. RI 'R .ski M 66 rgli. E a,'.�; 8;� —.Li:- . ti / 11 ,. ZItit •.._.. :.:[1 ram• a"�;,= �� -- -G . . /! 1 . I , • wrl�', r�Ytll�` ] RC ( R-10 �'. , io` �•" ;, (I� ( <y "J P�Y"•jti 1 - is 1V�. . • v ••1 . r i ' ;" '�''ti"li .� �: ~ rla,,;-•,.R-a 'r - ,L `t.: .,•.1:,.•._..: : q..',-, ..,,--•:;:_ . i ° / i q t •P. :b. 1+ I S�F�; ti:- . `�., i,> r�r'f" _, .\ • ,,gym. :®; ,! ''. f: I P-' Am ,-.. ` :raa t.. ..i. r•�. ,1. 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Ix A vA = 4 tees 0 , OCT 08'96 0.4411 Z •;-J : , Devc;10Praent s'" south .... : •VJ i..... ,Mi Ca ' 4VICTI-7111 1)54117 r4 4.S.POM :'Wall 'kientle 98055 j • : PB METER • Renton,wa,shington 6 O • Tam Lam . Parcel #948575 0140 , 1, 745 South 32nd Street ' Renton, WA 98055 . • , ,--....._. : IDRESSEE -, • —41 0: ( [WN ?' 01 I I 1:11) , . myy_ 41 11111 /1 —1111 11 11111111 11 11 1 TuRN TO SENDER 1 NOTICE OF-PROPOSED VARIANCE APPLICATION RENTON, WASHINGTON A Variance (V) Application has been filed and accepted with the Development Services Division of the City of Renton. The following briefly describes the application and the necessary Public Approvals. , PROJECT NAME/NUMBER: Talbot Trunk Wetland Variance/LUA-96-116,V • DESCRIPTION:,,,.,.,...,,•4 J,, -'•� . The:applicant seeks_'a'Wetland Variance"`in order to construct an 8 inch gravity • sewer mam to serve ro osed and otenti l si �v r' tit- _�p p � a p a ngle family developments. f �, r;; I P; b • .Z v....� 'y•' �, 1 � ;/ I'�) � �J.f� IJ lh+!l� - ,1� �• ; 4q �.� "ry J - - ,GENERAL LOCATION: -� . 'Fro S - r'- 1l I i. `' i'm,. outh 34th Street torTalbot Road South PUBLIC APPROVALS: Variance . . . • The application'can be reviewed in the Development Services Division.located on thr-..',third,,floor of<Renton City Hall: 'Comments'will be accepted anytime prior to Public`Hearings,, during Public Hearings,.:or prior to an administrative site - plan approval: For further information on the application, or if you wish to be made a PARTY OF RECORD and receive additional notifications, by mail, of the 'City's environmental determinations, appeal periods and/or the public hearing date(s) for this project, please contact-the Development Services Division at 235-2550. Please include the project _- NUMBER when calling for proper file identification. The date of Tuesday, November 05, 1996, at .9:00 a.m., has been set for a public hearing to review the above- referenced variance. . The hearing, before Mr. Fred Kaufman, Renton Hearing Examiner, will be held in the Council Chambers on the second floor of City Hall, Renton, Washington. t • 1 ' i DR T:- ! •S`i�`.� r:0 ,tlb +'yam Q •-s. -• grit • x rr�r _ yi j�QA r- i . %. - J „ _. , . 6 N'•` FI ,$, v4v.., . 4. 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NOTICE�•(-,::-' PROPOSED VARIANCE AI=lr-1_ICATION RENTON, WASHINGTON - • A Variance (V) Application has been filed and accepted with the Development Services Division of the City of Renton. The following briefly describes the application and the necessary Public Approvals. PROJECT NAME/NUMBER: Talbot Trunk Wetland Variance/LUA-96-116,V DESCRIPTION: The applicant seeks a Wetland Variance in order to construct an 8 inch gravity sewer main to serve proposed and potential single family developments. GENERAL LOCATION: From South 34th Street to Talbot Road South • PUBLIC APPROVALS: Variance The application can be reviewed in the Development Services Division located on the third floor of Renton City Hall. Comments.•will be accepted anytime prior to Public Hearings, during Public Hearings, or prior to an administrative site plan approval. For further information on the application,_or if you wish to be made a PARTY OF RECORD and receive additional-notifications, by mail, of the City's environmental determinations, appeal periods and/or the public hearing date(s) for this project, please contact the Development Services Division at 235-2550. Please include the project NUMBER when calling for,proper file identification. 5 The date ;of Tuesday; November 05, 1996, at-9:OO-.6.m., has been set for a public hearing to-review the above- • referenced variance. The hearing, before Mr. Fred Kaufman, Renton Hearing Examiner, will be held in the Council' Chambers on the second floor o_f City_Hall, Renton,_ Washington. ' __ _ : y .t _�'-.----- .f .. .w" ,. is a '4F-if O 0 ! — Q �;* r • . t • ;` C5\• 6p� : 'ti i f] •':' a. lLLm1[[rr.si I ......... ®� ....... a 0 10 4L' it§r1,‘..t7 ta/'�aC•' �� •e�•M :x `':• •i.4�,1•V .d( g,.I�`',p^ti•o ! . , ip 4 ���gA R�I'rR� a .$ a; a I a ant at. m.o. •a.m ca• ;,-, \,• . !•--. 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VI :.ES:::OIVISI.QN� :}:.>}:?.:<:::::::,..:}.{:}}}:.}}:::}•.>.;:.:n}�:.:::{::?.ri.:.:::.,.......... ......:f:::::.:.:;:.<:}.:?.;:::. ..;;;}::}}::..y..:::::?..��%N-.DEV ...... ..... .,........... ... ......... ......................::v:::•:::::v.v.v v::::4 yy.i4jv:..,y;::. ..}:}�n}...}•.}1.�:4'?}-:}.v,1}:•i:T'-:-:i%•ti!;:'?}{•:-++•4'+(. ::x:. ..?•: .?., .}..,�•:.}rr.. .:.v:•:•: ,.:-:T ;?:o:%}::•r..•.+,::.hr>:;:..:a•. .::a.4}!?:?•:..�'2"ih:%>^:{} isr ...r:?,•:�:};:•'i-}:•:} .dr. ..::??. .:.•r.:.::�:?. r. ........ :r.:•::..r.:?-:::..::...::?...n:. nG:.v:.4/:.+..r:::::. •::? : !?'? ..t.};;?: :>:-::.......: ...\::h.J::!.:...::?�4T�%'%,;}r:......f;...�::r..:::5:.:?.;t.;: ...F%5>::::::�.?•x::+�'.:}...;•'.•:. ..,.•.,•x:•?fii-.:rr..r :n?•.U.•.•::r.... ....u......,r.?•.}::r..:{?r:?•+:..-..�.::.- - r.......n•.:•??}: • ..:::....:r.......:........ :.........:.�:r.....: .....�'. ... ... r. •'c:::.....r..?:.:?...nv.::::•::r�4••r::�-:•n?}x-.•:..:.:}:?-:??:,,.:X?....:::-:•:::}:•:.}.c:<:;:%>::>:;;`:;.:.{{;:?.}:-}:4�.:;.,.....:r},•:-.•}: • :GA ..•N • S+ r.... ... .,. v .... ..........r::...x P• r/......r............. .... .......,...,..;;;.::. rr....? n.h.•::•+:'h�}::is%i''r':t}.''Y•:^fir}}.v::::X}r�'%:?4::::'i r::.}......r..n.: n:??r::v?•:xn•.....4...........n.•?v:v;n}$}:::........... ..1..... .;: ... ::. :?:•.}:..., ....::::•'.Y ...�f...,:};n}?vw:.:...{:v:v:,:.:..•.}}:?::{+•$::;:?:%::,:$?}}.y;::-{.y..:is is r:M.:}}}:•:}:::......v..r ti:T?.-::;.',:..::'?Y?!:?i}in;�:f4�:l X•{}}?}?q•{.T;:'-t}{}T:r:!^:•v... ?.•}3:•:4T}Y:?•:::'•: ? •:.}•.s}':;?? b .t:•`SI�@C<:%3i::ti;:#;<:2•::•i:r.+.•..•:..... n,r.•kr:,r}}F.}:.}:•::•: �.r.}:.:?:.:.::..r:;;'}>.:;}>'::.:........:.:.f.>.:::;:<:r:r.:.:. :..... �n�:}300:feet:of::fhe:su. e. ::.. ,..:;...:.;.}::::r..:-.:.. with J... ,.w4;{:}:%',:-0ri;{i{ii¢. .......4:!::r::.::::t.n:•.J.{?::.4:?:?:{{:•}:•:::::w:••:;•:.`•..... ....-... ... .......................}.xn...}..:.r.....:.:::x::.v.•.w x:.x:::r:: PROJECT NAME: TALBoT NieAc'T No, i-96.5) APPLICATION NO: cd, — 1 (0 • V • • The following is a list of property owners within 300 feet of the subject site. The Development Services Division will notify these individuals of the proposed development. NAME ADDRESS ASSESSOR'S PARCEL • NUMBER (Sec 4-7)7Ci-f D £-15T) • • t ' •r y .. _... _. .. • • ..• -_.. ._ . . _ • • • • • • • • • • • • • ,.i:llll llill/�,, I;,l RECF1VE (Attach additional sheets, if necessary) 1 199E I oLANNIN1, c.;;T 'OF RENTON �• . `r .73 List of Current Property Owners Jerry Walter & Frances Woods Parcel #292305 9039 17712 SE Petrovitsky Road Renton, WA 98058 • Walter W. & Ilse C. Stiegman Parcel #292305 9040 11436 SE 208th Street, #141 Kent, WA 98031 . Jack D. Newton Parcel #292305 9104 2801 Cedar Avenue South Renton, WA 98055 Laura Gannon (TR) Parcel #292305 9123 16749 Addison Street Encino, CA 91436 Lang Construction & Assoc. Parcel #292305 9124 P.O. Box 23998 Federal Way, WA 98093 John L. & Kathi L. Hipp Parcel #292305 9161 3451 Cedar Avenue South Renton, WA 98055 Gary L. Hill Parcel #292305 9167 26663 216th Avenue SE Maple Valley, WA 98038 Frank S . & Ruth Y. Nakanishi Parcel #302305 9012 3315 Talbot Road South Renton, WA .98055 • V --Western United Life Assuran Parcel #302305 9014 929 West Sprague Avenue Spokane, WA 99204 Gurmit Singh & Gurbaksh Kaur Parcel #302305 9020 3405 Talbot Road South Renton, WA 98055 Tieth-Ming Cheng Parcel #302305 9021 11510 17th Avenue NE Seattle, WA 9812.5 Max L. Frazier Parcel #302305 9022 3340 Talbot Road South Renton, WA 98055 Vernal Vrablick Parcel #302305 9031 3330 Talbot Road South Renton, WA 98055 James D. Fraidenburg Parcel #302305 .9032 3320 Talbot Road South Renton, WA 98055 C. E. Wood Parcel #302305 9039 3300 Talbot Road South Renton, WA 98055 Kal Arterre & Ken Evenson Parcel #302305 9041 • 17024 Springbrook Road Renton, WA 98055 Peter Harrison Wilson Parcel #302305 9042 • 24333 35th Avenue South Kent, WA 98032 2 • Peter Harrison Wilson Parcel #302305 9043 24333 35th Avenue South Kent, WA 98032 Coiette V. & Carmichael J. Call Parcel #302305 9047 3517 Talbot Road South Renton, WA 98055 City of Renton Parcel #302305 9062 200 Mill Avenue South Renton, WA 98055 Max L. Frazier Parcel #302305 9071 3340 Talbot Road South Renton, WA 98055 Darrell J. & Julie A. Shelton Parcel #302305 9078 17234 Talbot Road South Renton, WA 98055 William D. Donnelley Parcel #302305 9095 123 Capri Avenue NE Renton, WA 98056 Robert D. & E. Jane Speer Parcel #302305 9108 21286 Feather Ridge Lane NE Poulsbo, WA 98370 Eugenio C. & Lynel Bautista, Jr. Parcel #302305 9113 3407 Talbot Road South Renton, WA 98055 Gail Kathryn Austin Parcel #855860 0005. 17202 Springbrook Road South Renton, WA 98055 3 Trung Thanh Nguyen Parcel #855860 0010 17210 Talbot Road South Renton, WA 98055 Robin N. G. Shapland Parcel #855860 0015 3627 Wells Avenue North Renton, WA 98056 Craig Cuykendall Parcel #855860 0020 3518 Talbot Road South Renton, WA 98055 Henry A. Mills Parcel #855860 0045 3501 Morris Avenue South Renton, WA 98055 Erica Man Parcel #855860 0050 2315 14th Avenue South Seattle, WA 98144 Willie C. & Carolyn A. Daniels Parcel #855860 0055 17217 98th Avenue South Renton, WA 98055 Joseph E. Hollinger Parcel #855860 0060 17223 98th Avenue South Renton, WA 98055 Joe Defiesta, Jr. Parcel #855860 0085 10420 SE 192nd Street Renton, WA 98055 Bridgett D. & Gordon A.L. Hayes Parcel #855860 0090 17210 98th Avenue South Renton, WA 98055 4 Editha Valdez Parcel #855860 0095 3514 Morris Avenue South Renton, WA 98055 Ota L. Hoff Parcel #855860 0100 17224 98th Avenue South Renton, WA 98055 Inga Lewis Parcel #948575 0050 9849 South 169th Place Renton, WA 98055 • Carl J. & Linda A. Kiminki Parcel #948575 0060 9903 South 169th Place Renton, WA 98055 Ricardo & Natalie M. Lockhart Parcel #948575 0070 9907 South 169th Place Renton, WA 98055 Joseph B. & Carol G. Walker Parcel #948575 0080 9911 South 169th Place Renton, WA 98055 Milton W. & Linda L. Grantham Parcel #948575 0090 9915 South 169th Place Renton, WA 98055 Mike U. & Lily N. Luu Parcel #948575 0100 9919 South 169th Place Renton, WA 98055 Dawn Thorsness Parcel #948575 0110 729 South 32nd Street Renton, WA 98055 5 Shang Yen & Diana Yuen Parcel #948575 0120 9927 South 169th Place Renton, WA 98055 Billy Dang Parcel #948575 0130 737 South 32nd Street Renton, WA 98055 Tam Lam Parcel #948575 0140 745 South 32nd Street Renton, WA 98055 Clayton H. & Deanna M. Calhoun Parcel #948575 0150 9934 South 169th Place Renton, WA 98055 Alan T. Fessell Parcel #948575 0160 734 South 32nd Street Renton, WA 98055 John J. & Lizabeth W. Cesare Parcel #948575 0170 728 South 32nd Street Renton, WA 98055 Steven G. & Jane M. Wraith Parcel #948575 0180 9922 South 169th Place Renton, WA 98055 MS Thornton Parcel #948575 0190 712 South 32nd Street Renton, WA 98055 Stephen E. Spence Parcel #948575 0200 9910 South 169th Place Renton, WA 98055 6 David & Vicki L.B. Miyatake Parcel #948575 0240 9917 South 168th Place Renton, WA 98055 Albert Stephen & Cathlee King Parcel #948575 0250 9921 South 168th Place Renton, WA 98055 William E. & Hisami S. Hoglund Parcel #948575 0260 9925 South 168th Place Renton, WA 98055 Melchor R. & Jesusa Garvida Parcel #948575 0270 9929 South 168th Place Renton, WA 98055 Fang Ming & Yan Z. Yu Parcel #948576 0010 220 W. Emerson Avenue, #6 Hoquiam, WA 98550 Deborah L. Hansen Parcel #948576 0020 10009 SE 169th Place Renton, WA 98055 Robbin D. & Mary C. Hoppe Parcel #948576 0030 10013 SE 169th Place Renton, WA 98055 Douglas D. & Maria B. Nelson Parcel #948576 0040 819 South 32nd Street Renton, WA 98055 Robert & Lucy M. Scoverski Parcel #948576 0050 10021 SE 169th Place Renton, WA 98055 7 Kevin & Sue H. Ung Parcel #948576 0060 907 South 32nd Street Renton, WA 98055 Benjamin J. Greene Parcel #948576 0070 1715 Market Street, #104 • Kirkland, WA 98033 John H. & Nana Wong Chau Parcel #948576 0080 919 South 32nd Street Renton, WA 98055 Sheryl L. Anderson Parcel #948576 0090 120 Longwater Drive Norwell, MA 02061 David A. & Marilyn A. Guerra Parcel #948576 0100 10041 SE 169th Place Renton, WA 98055 Joan Edmonds Parcel #948576 0110 3206 Wells Avenue South Renton, WA 98055 Rufino R. Merca • Parcel #948576 0120 16908 101st Place SE Renton, WA 98055 Harrison & Au Anna Y. Lau Parcel #948576 0130 3142 Wells Avenue South Renton, WA 98055 Georgette M. Levesque Parcel #948576 0140 16850 101st Place SE Renton, WA 98055 8 Thomas B. & Brenda K. Rossman Parcel #948576 0150 3130 Wells Avenue South Renton, WA 98055 Oliver A. Udani & Emma Udani Parcel #948576 0160 16838 101st Place SE Renton, WA 98055 Roger & Loreta A. Habon Parcel #948576 0170 16832 101st Place SE Renton, WA 98055 Lynne E. Kilkenny Parcel #948576 0330 10040 SE 169th Place Renton, WA 98055 Gilbert K. Wan Parcel #948576 0340 10036 SE 169th Place Renton, WA 98055 Richard P. Johnson Parcel #948576 0350 918 South 32nd Street Renton, WA 98055 Michael Lee Smith Parcel #948576 0360 10028 SE 169th Place Renton, WA 98055 Raymond W. Law Parcel #948576 0370 10024 SE 169th Place Renton, WA 98055 Darwin L. & Jean A. Husa Parcel #948576 0380 10020 SE 169th Place Renton, WA 98055 9 • O��Y O� ' NOTICE MU 41 1 : • CITY OF RENTON ' • HEARING EXAMINER WILL HOLD A . PUBLIC HEARING , IN CITY COUNCIL CHAMBERS,CITY HALL ON NOVEMBER 05, 1996,BEGINNING AT 9:00 AM CONCERNING: TALBOT TRUNK WETLAND VARIANCE LUA-96-116,V The applicant seeks a wetland variance In order to construct an 8 Inch gravity sewer main to serve proposed and potential single famity developments. GENERAL LOCATION AND/OR ADDRESS: I FROM SOUTH 34TH STREET TO TALBOT ROAD SOUTH I 1-11, \ ib .4'`'`i 42,„4"PiXVII$• I ci•tr•-.. • . rtW'41 . . ' \ • la\:1 — 11"44____,_.,./triqtk4oldlegRatt. ,2,..eia.`:. -'01.; t1,-„,:7:.-.511_,-F.,- `"d v eec;rr^ m 9'y � M•,�IPi.e i•. dr a • ��_qly`- j:�'Cr. r�-tII.i1d(71t::R .,• •- - F i t = !�i 1C"1.�r' i ltr, p �� .Z� i,'• . r-r-.J. ' _sii P_104 �..� '`—+ �'� I t� ' 7 c j 15.. �. �s2J _-'' f FOR FURTHER INFORMATION,PLEASE CONTACT THE CITY OF RENTON,DEVELOPMENT SERVICES DIVISION AT 235-2550. DO NOT REMOVE THIS NOTICE WITHOUT-PROPER AUTHORIZATION Please Include the project NUMBER when calling for proper,f le Identification:v:f. 'Y'1 i CERTIFICATION it SLiI J(kGkeScm r hereby certify chat 5 copies of the above document were posted/by me in 3 conspicuous places on or nearby the described property on Oat be*. I`,IgGIb Signed: Ca&CIC,W) STATE OF WASHINGTON ) • ) SS - COUNTY OF KING a:sVM I certify that I know or have satisfactory evidence that 5 /by .Ij •KW'P s.•-••. signed this instrument and acknowledged it to be his/her/their free and vol rllatjr VI or' he:' ISes and purposes mentioned in the instrument. _ �.. . '?1�a�d ' • =r-r n ...„ Dated: (b /I /q& f _ �,,, n � . t Notary Publi and for State or-.Washington .Notary (Pri 11'1/1-I (-2e7 31 l/�t,LbeW My appointment expires: 6/. / ? NOTARY•DOC • `cY ticOset 4. 11401n ' INTO CITY OF RENTON HEARING EXAMINER WILL HOLD A - PUBLIC HEARING IN CITY COUNCIL CHAMBERS, CITY HALL ON NOVEMBER 05, 1996, BEGINNING AT 9:00 AM CONCERNING : TALBOT TRUNK WETLAND VARIANCE • LUA-96-116,V The applicant seeks a wetland variance in order to construct an 8 inch gravity sewer main to serve proposed and potential single family developments. GENERAL LOCATION AND/OR ADDRESS: FROM SOUTH 34TH STREET TO TALBOT ROAD SOUTH 1?—a• -14MIN '?' .,t'O'kli•0, :. -" 7"."•cp-o,:;,.—...—• •_ VI `•, ' -1.6 . ,„ ill.at,0:4,17,4\.:„. „ 999 KKK . 1� • • . .•.tl u lSk►'� e' -go-@.! e:&.__ _:- 'll _ Q _ C �7 �F �Il� .y A/IER:S FARM Nay '' g I r1V�.V `�iViii1 l°y3&i� �l��� ���kkk 7,17 ,• s 3F41I!IP. ip:n i. �, 1c K fir: n' E] • .... .•a.\ : wIt �� s .... .?. . .. E p..e, g,.. .. .0' a • '��... I - ice' .ti: ii c AI17;; _yawn*it 74 R-10. I) 11 ••d ay„ q - 7 ILc ', v, •' — 11/: e�� ��K�zr•i� j jjj I • i -- • • PACMCI[Mr1 " 3. .... k tvi -1,..---- ,- . : •i ....... ..,.. .., a .\�w rz ill Mill ...•r-• • o •. JIUJI \ .• r ff) lee�rsl' •.. reresr, 4c79i.?jifi,.... .. J•s .._• . �. FOR FURTHER INFORMATION, PLEASE CONTACT THE CITY OF RENTON, DEVELOPMENT SERVICES DIVISION AT 235-2550. DO NOT REMOVE THIS NOTICE WITHOUT PROPER AUTHORIZATION Please include the project NUMBERwhen:;callin :for:; .ro .er`:file`:identification'> ; : NOTICE OF PUBLIC HEARING RENTON HEARING EXAMINER RENTON, WASHINGTON A Public Hearing will be held by the Renton Hearing Examiner at his regular meeting in the Council Chambers on the second floor of City Hall, Renton, Washington, on November 05, 1996 at 9:00 a.m. to consider the following petitions: TALBOT TRUNK WETLAND VARIANCE LUA-96-116,V The applicant seeks a wetland variance in order to construct an 8 inch gravity sewer main to serve proposed and potential single family developments. Location: So. 34th St. to Talbot Rd. So. Legal descriptions of the files noted above are on file in the Development Services Division, Third Floor, Municipal Building, Renton. All interested persons to said petitions are invited to be present at the Public Hearing to express their opinions. Publication Date: October 21, 1996 Account No. 51067 HEXPUB.DOC • CITE_ RENTON • mil 144), Planning/Building/Public Works Department Gregg Zimmerman P.E.,Administrator Jesse Tanner,Mayor-- • October 8, 1996 Mr. Bill Holladay Hedges & Roth Engineering, Inc. 14450 NE 29th Place, Suite#101 Bellevue, WA 98007 SUBJECT: Talbot Trunk Wetland Variance Project No. LUA-96-116,V Dear Mr. Holladay: The date scheduled for the public hearing was incorrect in our letter dated October 02, 1996. The following is the correct date. The date of Tuesday, November 05, 1996, at 9:00 a.m., has been set for a public hearing to review the above-referenced variance. The hearing, before Mr. Fred • Kaufman, Renton Hearing Examiner, will be held in the Council Chambers on the second floor of City Hall, Renton, Washington. The applicant or representative(s) of the applicant is required to be present at the public hearing. A copy of the staff report will be mailed to you one week before the hearing. If you prefer to make other arrangements to receive the staff report, please contact Karen Codiga, 277-5582, or Sandi Seeger, 277-5581. Please contact me, at 277-5586, if you have any questions. Sincerely, Mark R. Pywell, AICP -- Project Manager cc: Mr. Ron Speer/Soos Creek Water& Sewer District Mr. Jerry Woods; Mr. Doug Nelson wEy,TR Dec 200 Mill Avenue South - Renton, Washington 98055 ®This paper contains 50%recycled material,20°o post consumer 1 n i , ��N,`0� NOTICE ii . . CITY OF RENTON / , HEARING EXAMINER WILL HOLD A PUBLIC HEARING I IN CITY COUNCJL CHAMBERS,CITY HALL ON NOVEMBER , 1996,BEGINNING AT 9:00 AM - CONCERNING: TALBOT TRUNK WETLAND VARIANCE LUA•98.116,V ' The applicant seeks a wetland variance In order to construct an 8 inch gravity sewer main to serve proposed and potential single family developments. • GENERAL LOCATION AND/OR ADDRESS: FROM SOUTH 34TH STREET TO TALBOT ROAD SOUTH 1 '1 ! r.—.., a a lfh . ,. j r ` ` a`d a�R�o k� o I ', rim,FBA El 7�+iV•tdLL_�7014� .. s• _•9 I 3 • ISt,d6 1rr1 Ili 3Fi�tl r_!�' -fan•�ra' Is.. ^it rrai lir �t., A-la"I mu i f ft 'ISM r " a I FOR FURTHER INFORMATION,PLEASE CONTACT THE CITY OF RENTON,DEVELOPMENT l SERVICES DIVISION AT 235-2550: i DO NOT REMOVE THIS NOTICE WITHOUT PROPER AUTHORIZATION I Please Include the project'NUMBER when calling for proper flle;Identification 16,--, • CERTIFICATION • I, S6141 dm Ja, L 1Yt , hereby certify that 3 copies of the above document were posted/by me in 3 conspicuous places on or nearby the described property on Signed: lk ( M2f. \ STATE OF WASHINGTON ) ) SS COUNTY OF KING ) certify that I know or have satisfactory evidence that S (b / JAG 'Y✓� • signed this instrument and acknowledged it to be his/her/their free and volume I 'e' f•i';r t e'uses and purposes mentioned in the instrumen : r" ' �Oly/q�� _ "�a.b Dated: =" " r, Notary Fs blic in n for the Stale of,Wa$ ngt•on Notary (Print) /ylA-R f E l �„ �4.14.A My appointment expires: f 19/0k NOTARY.DOC : Pet-'' ' r - +1 ..„. ,,, + _. ......„ �� 0 NT . . CITY OF RENTON HEARING EXAMINER WILL HOLD A PUBLIC HEARING IN CITY COUNCIL CHAMBERS, CITY HALL ON NOVEMBERq , 1996, BEGINNING AT 9:00 AM CONCERNING : TALBOT TRUNK WETLAND VARIANCE . LUA-96-116,V The applicant seeks a wetland variance in order to construct an 8 inch gravity sewer main to serve proposed and potential single family developments. GENERAL LOCATION AND/OR ADDRESS: FROM SOUTH 34TH STREET TO TALBOT ROAD SOUTH -r - . IL'1 • 1' C Q. hy. "" i • 9• fr___... !1 0, .:. Ai4i.4 f^io �.. . �6 �41F h 1 GP;i A I n ._ ..._.. P . n \, 'r •o wMB.e��;13 1 . t— ...,,.� . . 4R IiiRW�R� �'` =' „' \.•, a-. ` .�_' -0 �: �,iI `"" - �cl� C; 74, ivii '°Na' jy. 'bARER'SFFNA�_Dt7 I" N0.IS id a R_a � I `ntKrotdl .o...a; w _.4 ]]]-�-�-� 9 ,_--- + -i Ii� 1 ,. . t f 01 4.• t P "TTTrrTTT,,}.}RR�y�.JJ -3_: Mt apipio •••4 !IL/ \\ 9 .•-= :V, • . � ` q / • A Ilya. i•'- .ilc,.,. i ill o I!I nui =.... .6.........Y1_� 174. W ii'wa • ET- W '.^w . I -�e FOR FURTHER INFORMATION, PLEASE CONTACT THE CITY OF RENTON, DEVELOPMENT SERVICES DIVISION AT 235-2550. • DO NOT REMOVE THIS NOTICE WITHOUT PROPER AUTHORIZATION '":: ',::' :: Pleaseiriclude th'e' ro'ect<NIJMBER<when callin ;fot` ro .erfile<.dentific"fi" "' "t`'::<>>i City of Renton Department.of Planning/Building/Public WortENTON FIRE DEPT: • ENVIRONMENTAL & DEVELOPMENT APPLICATIO T1Cg L1-IEET • REVIEWING DEPARTMENT: re, rV'E�lDe.11�T1cf1/x COMMENTS DUE: OCTOBEFPc;, '1991J-3 APPLICATION NO: LUA-96-116,V DATE CIRCULATED: OCTOB VED APPLICANT: Soos Creek Water&Sewer District PROJECT MANAGER: MARK PYWELL PROJECT TITLE: Talbot Trunk Wetland Variance WORK ORDER NO: 78139 LOCATION: From South 34th Street to Talbot Road South SITE AREA: 12:5 Acres I BUILDING AREA(gross): N/A SUMMARY OF PROPOSAL: The applicant seeks a Wetland variance in order to construct an 8"gravity sewer main to serve proposed and potential single family developments. A. ENVIRONMENTAL IMPACT(e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet( /Va Ma co ,- I-i� dGl'6 /Vora • • • B. POLICY-RELATED COMMENTSll / V' C. CODE-RELATED COMMENTS .4) • We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional nformation is needed to prope /.sess this proposal. e I P/04 Signature irector or Authorized Representative Date DEVAPP.DO. Rev.10193 • City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: epU�Sv�c.*t41r1 sevuIct4 COMMENTS DUE: OCTOBER 16, 1996 APPLICATION NO: LUA-96-116,V DATE CIRCULATED: OCTOBER 02, 1996L.99 OF I,16Otq APPLICANT: Soos Creek Water&Sewer District PROJECT MANAGER: MARK PYWELLEf' r°"-"`'"°9 PROJECT TITLE: Talbot Trunk Wetland Variance WORK ORDER NO: 78139 OCT 0 3 199E LOCATION: From South 34th Street to Talbot Road South SITE AREA: 12.5 Acres I BUILDING AREA(gross): N/A BUeLL)°'��'" �' "'° " SUMMARY OF PROPOSAL: The applicant seeks a Wetland variance in order to construct an 8"gravity sewer main to serve proposed and potential single family developments. A. ENVIRONMENTAL IMPACT(e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts • Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation • Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet • B. POLICY-RELATED COMMENTS • • C. CODE-RELATED COMMENTS It)L163e • We have reviewed this p I" n ith partial r attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional info atio e o r asses this proposal. it - 0 -110 Signature of Director or thorized Representative Date DEVAPP.DOC Rev.10/93 City of Renton Department of Planning/Building/Public Works • ENVIRONMENTAL 8 DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: 15 COMMENTS DUE: OCTOBER 16, 1996 APPLICATION NO: LUA-96-116,V DATE CIRCULATED: OCTOBER 02, 1996 APPLICANT: Soos Creek Water&Sewer District PROJECT MANAGER: MARK PYWELL PROJECT TITLE: Talbot Trunk Wetland Variance WORK ORDER NO: 78139 LOCATION: From South 34th Street to Talbot Road South SITE AREA: 12.5 Acres I BUILDING AREA(gross): N/A SUMMARY OF PROPOSAL: The applicant seeks a Wetland variance in order to construct an 8"gravity sewer main to serve proposed and potential single family developments. • A. ENVIRONMENTAL IMPACT(e.g. Non-Code) COMMENTS • Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major information Environment Minor• Major Information impacts Impacts Necessary impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare • Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet 10214—, B. POLICY-RELATED COMMENTS • C. CODE-RELATED COMMENTS %���} /-Z i • • We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is needed to properly assess this proposal. / 2/2p Signature of Director or Authorized Representative Date DEVAPP.DOC Rev.10/93 • City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: Igt:Sike COMMENTS DUE: OCTOBER 16, 1996 APPLICATION NO: LUA-96-11,6,VA DATE CIRCULATED: OCTOBER 02, 1996 APPLICANT: Soos Creek Water&Sewer District PROJECT MANAGER: MARK PYWELL PROJECT TITLE: Talbot Trunk Wetland Variance WORK ORDER NO: 78139 LOCATION: From South 34th Street to Talbot Road South SITE AREA: 12.5 Acres I BUILDING AREA(gross): NIA SUMMARY OF PROPOSAL: The applicant seeks a Wetland variance in order to construct an 8" gravity sewer main to serve proposed and potential single family developments. A. ENVIRONMENTAL IMPACT(e.g. Non-Code) COMMENTS • Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major information Environment Minor Major Information Impacts impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shorelinenimal Use Utilities ansp Animals Transportation Environmental Health Public Services _ Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet NIL/U Inae. ui pc.ct C Wu, Ca) . B. POLICY-RELATED COMMENTS • • • C. CODE-RELATED COMMENTS We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is needed to properly assess this proposal. 3---9 Si ature of Director uth rized Representative Date DEVAPP.DOC Rev.10/93 ::::::::..:::.:::::::::::::::::::.:;;:<.;:.;::::;;:.;:::.;.::�:::.:.;;:.::::::::.::.<:..::::>::�>:.;;;:<::. 1. :;, .I. .IS:::»:::?:: �>::::>::::�>::::: >:::»:<><:>:<:::» � :> ;:;;::a :>':::::;�::>::>.::<�:>:;::::>::::::»::::<><"�<'� RS ><> €>' ��:�: 1 ...... � .R� :: �.UN D:INC... PROPSRT::::..�:::.::.:::.:::..::::.:::::..:::::.::.:::.::..:.:::::::::::.:: ::::::�:::: ::::::::.........................................................................:::::...:::..::........ .:.:..: . .. ... >feet'�oftti�e'sub ect:s:s...... PROJECT NAME: I kL60T 1-Jiu_ iONI< ( omT1 CT No. I—%5) ' • . APPLICATION NO: 4149 — IRO I. V The following is a list of property owners within 300 feet of the subject site. The Development Services Division will notify these individuals of the proposed development. NAME ADDRESS ASSESSOR'S PARCEL • NUMBER Cse 4-717c +ED `tsT) • • • g•_ it • . r > • • • • • 0 • is J1 +S r ` `<;�~.�`,c : • RECENED. • • (Attach additional sheets, if necessary) SEP 2 7 1996 • DEVELOPMENT PLANNING CITY OF RENTON (Continued) A . NAME '• ADDRESS ASSESSOR'S PARCEL • NUMBER • • �"� 1 Applicant Certification I, w)LLI/tM L, t-oC.(_kO4y , hereby certify that the above list(s) of adjacent property (Print Name) owners and their addresses were obtained from: • ,%��ALE y‘� t ❑ City of Renton Technical Services Record 4�, Sao .�i��, 4 ❑ Title Company Records F 'k4 '�A4%(`R i, King County Assessors Records �� :moo o TA ` \ a/i;e40-1-A.4*" • Signed Date 9'"20,9/ �� p U B 1. q,.' (Applican `�" ��ly�.G�3 •°�:'t�� NOTARY ���\WAS ATTESTED: Subscribe and sworn before me, a Notary Public, in and for the State o1'�1as,ngton, i residing 'at j (/LI IL2T) on the Z7#'day of \5 a-�/t' , 19 e1 Signed ?-eedo7d_a_71.12,ce �1 �r eO 77 N iS T /2- (Notary Pubiic)8}f JL . F s ::^fi:•:•:^ri:•iiiiiii}: MAILING ...........................:.:::::::::::::::::::.:::.:.::.......:::.:.•::....:......... • h•`r '':•';:;.. r `i .:..: ha :::no ices:of:..the:proposed:a • .I(cation::y0t.e:ma ::;,::.. �: .<:'::hereb:::>cert.. ..t.. t.:...:.t:..:.::..::..:::: p.::.:.P..............:....pp....... ::::. :.:.�:.�:::.�:::::.:.:::::.:..:..... C ee.......:......:.. ::..:........:..:.: �........:.......R....Y....•:: ::::::::r:>�?:'::'::>:>::::::; : 's::: :':;?33?-:�:`�:r�'':3:::`:>:;::: ::::::`:�:':::`:Pik:;:y�:::: :k:�:`'�`:�>:�'��`: ::::: ;::':::�:::::::::::::;:;:;:;::':::::: 2::::::::::: �::t:Y:� ::::'::::i:: :: , .........::::.. tt :: r. :;. .whet:::......:::::i ::............... �`` '�: >� �'' ` :`> ' '' '`•:2a :r ; ? 5 ' �' `� > ''�'�` ' each:rusted:..P::oP.....ertY..:o.::::: on... ..... ........ ... . �:..� :.:::..::::::::::.:::::<.:..�:::::.:::::.::::::::::::..�::::.:;:::...:;:;;.::.;:.;:.;.::.:::::.::::::::::.::::.�::..�:.::.�::::. • •r:i ;.:i:;;:;$>4:?;G}:::ji:v:•ifii:•i:i:0i:::.::;:;.}•{:::::.�:r:.:i:.::{:::.}::::w:{.:•::::n�....................................................... .............................................................................................. ;:`:;:•`.�:: ::>::::?£i:::::±::::��:���:.f :::'::i ���::::�:�:;:i�'�:r5:� :?+.: ::i:<�'::i#i•"i :: �` 3'::::is:::�:;::}::::::i:�:::: i::::::f:i:?:::::':::�:::>`:::i::::::?:.:<+:::::::::::::: :: :::��'<::<��:.:.:.. :. ATTE :��:'>� s n e :;and:> worn:before'�me��:a'Nota�:• <;PuEilic" i " .d' or'the;:St�t�:_s�f:.,, ���"�;�ton:;.?;<>�; ...;ST,;rr;Su... :..�•..d•:..::::..::5.::::...::.......:...:..:.:..::..;:::....;:.::;.. .::::::ry.::::::::.::.:::�::: :::.::. :::.�:::..�.�..;::;::..:«;.:.:...:' :�.;..;.:.: . .;:::>:�:.:�..�:,.. restdl ,.�� ��•'.�.'..:::::.. :::::::.:::::::::::.:. :... n:the: :Yr;::..;.;. ...... ....... ... •x-._ �::::::.. �.r::�::.>;:;:.;:<..: listprop.doc OAS 679/gr 9/gr REV 07/95 �U✓ ((( 2 • List of Current Property Owners Jerry Walter & Frances Woods Parcel #292305 9039 . 17712 SE Petrovitsky Road. Renton, WA 98058 Walter W. & Ilse C. Stiegman Parcel #292305 9040 11436 SE 208th Street, #141 Kent, WA 98031 • Jack D. Newton Parcel #292305 9104 2801 Cedar Avenue South Renton, WA 98055 Laura Gannon (TR) Parcel #292305 9123 16749 Addison Street Encino, CA 91436 Lang Construction & Assoc . Parcel #292305 9124 P. O. Box 23998 Federal Way, WA 98093 John L. & Kathi L. Hipp Parcel #292305 9161 3451 Cedar Avenue South Renton, WA 98055 Gary L. Hill Parcel #292305 9167 26663 216th Avenue SE Maple Valley, WA 98038 Frank S . & Ruth Y. Nakanishi Parcel #302305 9012 3315 Talbot Road South Renton, WA -98055 • • • Western United Life Assuran Parcel #302305 9014 929 West Sprague Avenue Spokane, WA 99204 Gurmit Singh & Gurbaksh Kaur Parcel #302305 9020 • 3405 . Talbot Road South Renton, WA 98055 Tieth-Ming Cheng Parcel #302305 9021 11510 17th Avenue NE Seattle, WA 98125 Max L. Frazier Parcel #302305 9022 3340 Talbot Road South Renton, WA 98055 Vernal Vrablick Parcel #302305 9031 3330 Talbot Road South Renton, WA 98055 James D. Fraidenburg Parcel #302305 .9032 3320 Talbot Road South Renton, WA 98055 C . E. Wood Parcel #302305 9039 3300 Talbot Road South Renton, WA 98055 Kal Arterre & Ken Evenson Parcel #302305 9041 17024 Springbrook ,Road Renton, WA 98055 Peter Harrison Wilson Parcel #302305 9042 24333 35th Avenue South Kent, WA 98032 • 2 Peter Harrison Wilson Parcel #302305 9043 24333 35th Avenue South Kent, WA 98032 Coiette V. & Carmichael J. Call Parcel #302305 9047 3517 Talbot Road South Renton, WA 98055 City of Renton Parcel #302305 9062 200 Mill Avenue South • Renton, WA 98055 Max L. Frazier Parcel #302305 9071 3340. Talbot Road South Renton, WA 98055 Darrell J. & Julie A. Shelton Parcel #302305 9078 17234 Talbot Road South • Renton, WA 98055 William D. Donnelley Parcel #302305 9095 123 Capri Avenue NE Renton, WA 98056 Robert D. & E. Jane Speer Parcel #302305 9108 21286 Feather Ridge Lane NE Poulsbo, WA 98370 Eugenio C. & Lynel Bautista, Jr. Parcel #302305 9113 3407 Talbot Road South Renton, WA 98055 Gail Kathryn Austin Parcel #855860 0005• 17202 Springbrook Road South Renton, WA 98055 3 Trung Thanh Nguyen Parcel #855860 0010 17210 Talbot Road South Renton, WA 98055 Robin N. G. Shapland Parcel #855860 0015 3627 Wells Avenue North Renton, WA 98056 Craig Cuykendall • Parcel #855860 0020 3518 Talbot Road South Renton, WA 98055 Henry A. Mills Parcel #855860 0045 3501 Morris Avenue South Renton, WA 98055 Erica Man Parcel #855860 0050 2315 14th Avenue South Seattle, WA 98144 Willie C. & Carolyn A. Daniels Parcel #855860 0055 17217 98th Avenue South Renton, WA 98055 Joseph E. Hollinger Parcel #855860 0060 17223 98th Avenue South Renton, WA 98055 Joe Defiesta, Jr. Parcel #855860 0085 10420 •SE 192nd Street Renton, WA 98055 Bridgett D. & Gordon A.L. Hayes Parcel #855860 0090 • 17210 98th Avenue South • Renton, WA 98055 4 Editha Valdez Parcel #855860 0095 3514 Morris Avenue South Renton, WA 98055 • Ota L. Hoff Parcel #855860 0100 17224 98th Avenue South Renton, WA 98055 Inga Lewis Parcel #948575 0050 9849 South 169th Place Renton, WA 98055 • Carl J. & Linda A. Kiminki Parcel #948575 0060 9903 South 169th Place Renton, WA 98055 Ricardo & Natalie M. Lockhart Parcel #948575 0070 9907 South 169th Place Renton, WA 98055 Joseph. B. & Carol G. Walker Parcel #948575 0080 9911 South 169th Place Renton, WA 98055 Milton W. & Linda L. Grantham Parcel #948575 0090 9915 South 169th Place Renton, WA 98055 Mike U. & Lily N. Luu Parcel #948575 0100 9919 South 169th Place Renton, WA 98055 Dawn Thorsness Parcel #948575 0110 729 South 32nd Street Renton, WA 98055 5 Shang Yen & Diana Yuen Parcel #948575 0120 9927 South 169th Place Renton, WA 98055 • Billy Dang Parcel #948575 0130 737 South 32nd Street Renton, WA 98055 Tam Lam Parcel #948575 0140 745 South 32nd Street Renton, WA 98055 Clayton H. & Deanna M. Calhoun Parcel #948575 0150 9934 South 169th Place Renton, WA 98055 Alan T. Fessell Parcel #948575 0160 734 South 32nd Street Renton, WA 98055 John J. & Lizabeth W. Cesare Parcel #948575 0170 728 South 32nd Street Renton, WA 98055 Steven G. & Jane M. Wraith Parcel #948575 0180 9922 South 169th Place Renton, WA 98055 MS Thornton Parcel #948575 0190 712 South 32nd Street Renton, WA 98055 Stephen E. Spence Parcel #948575 0200 9910 South 169th Place Renton, WA 98055 6 David & Vicki L.B. Miyatake Parcel #948575 0240 9917 South 168th Place Renton, WA 98055 Albert Stephen & Cathlee King Parcel #948575 0250 9921 South 168th Place Renton, WA 98055 William E. & Hisami S . Hoglund Parcel #948575 0260 9925 South 168th Place Renton, WA 98055 Melchor R. & Jesusa Garvida Parcel #948575 0270 9929 South 168th Place Renton, WA 98055 Fang Ming & Yan Z. Yu Parcel #948576 0010 220 W. Emerson Avenue, #6 Hoquiam, WA 98550 Deborah L. Hansen Parcel #948576 0020 10009 SE 169th Place Renton, WA - 98055 Robbin D. & Mary C. Hoppe Parcel #948576 0030 10013 SE 169th Place Renton, WA 98055 Douglas D. & Maria B. Nelson Parcel #948576 0040 819 South 32nd Street Renton, WA. 98055 Robert & Lucy M. Scoverski Parcel #948576 0050 10021 SE 169th Place Renton, WA 98055 7 • Kevin Y. & Sue H. Ung Parcel #948576 0060 • 907 South 32nd Street • Renton, WA 98055 Benjamin J. Greene Parcel #948576 0070 1715 Market Street, #104 Kirkland, WA 98033 John H. & Nana Wong Chau Parcel #948576 0080 919 . South 32nd Street Renton, WA 98055 Sheryl L. Anderson Parcel #948576 0090 120 Longwater Drive Norwell, MA 02061 David A. & Marilyn A. Guerra Parcel #948576 0100 10041 SE 169th Place Renton, WA 98055 Joan Edmonds Parcel #948576 0110 3206 Wells Avenue South • Renton, WA 98055 Rufino R. Merca • Parcel #948576 0120 16908 101st Place SE Renton, WA 98055 Harrison & Au Anna Y. Lau Parcel #948576 0130 3142 Wells Avenue South Renton, WA 98055 Georgette M. Levesque Parcel #948576 0140 16850 101st Place SE Renton, WA 98055 8 Thomas B. & Brenda K. Rossman Parcel #948576 0150 3130 Wells Avenue South Renton, WA 98055 Oliver A. Udani & Emma Udani Parcel #948576 0160 16838 101st Place SE Renton, WA 98055 Roger & Loreta A. Habon Parcel #948576 0170 16832 101st Place SE Renton, WA 98055 . Lynne E. Kilkenny Parcel #948576 0330 10040 SE 169th Place Renton, WA 98055 Gilbert K. Wan Parcel #948576 0340 10036 SE 169th Place Renton, WA 98055 Richard P. Johnson Parcel #948576 0350 918 South 32nd Street Renton, WA 98055 Michael Lee Smith Parcel #948576 0360 10028 SE 169th Place Renton, WA 98055 Raymond W. Law Parcel #948576 0370 10024 SE 169th Place Renton, WA 98055 Darwin L. & Jean A. Husa Parcel #948576 0380 10020 SE 169th Place Renton, WA 98055 9 NOTICE OF PROPOSED VARIANCE APPLICATION RENTON, WASHINGTON - A Variance (V) Application has been filed and accepted with the Development Services Division of the City of Renton. The following briefly describes the application and the necessary Public Approvals. PROJECT NAME/NUMBER: Talbot Trunk Wetland Variance/LUA-96-116,V f.7; "`"?C .-,-,, '.-, ^ ''rat^`f°°ua, �i•... . .� 'Ill °�' r:':,.:>2.'`:i:.,::.r y DESCRIPTION:' " ' ":' tia; - The a licant seeks a Wet and Varia ce S.•`_ `pp ,I; c in order,\to construct an 8 inch gravity sewer,main to se`rveiproposedrand potential single family developments. ,t' �-7.:-:> ;4. a GENERAL,LOCATION:,,. �tW, .t4 From South 34th Street to aTalbot Road South .J •~" u ;° PUBLIC APPROVALS: Variance . The.application can be reviewed in the Development Services Division located"on the third floor•of Renton City Hall. Comments will be accepted anytime prior to Public Hearings,during Public Hearings; or'prior to;an administrative site plan approval. For further Information on the application, or if you wish to be made a PARTY OF RECORD and receive additional notifications, by mail, of the City's"environmental determinations, appeal periods and/or the public hea date(s) for this project, please contact the Development Services Division at 235-2550. Please include the prc,_" NUMBER when calling for proper file identification.. The date of Tuesday, November 4, 1996, at 9:00 a.m., has been set for a public hearing to review the above-referenced variance. The hearing, before Mr. Fred Kaufmarj,`Renton Hearing Examiner, will be held in the Council Chambers on the second,floor of City Hall,"Renton,Washington.., - -VP'', a ii T �T _ • LrLa.i! 41�4,Q'`�• Y t o �\, . CV,jtF- m f,f17 :- a. :.... .si . ftihr,...._.r.%,t•,t 411-4 ' t\ " 0"g"lzr----- '13 ;II? ',IN 1 .114 W." i i .". . ' .110P°1\NCI 441ZoggiRracp -1-.- --. - • ?IL-. '07- '0 ""'"'I'• I ' ,. 13 `{�• ARER's FARFI�NQS 1• ,--.I w I --.- _ - " 1" 4 den'iri.0 1,•••4;••,: irsi r - ,tia•b•, 40•40113.• 4 ;81 si • 0 • ^' �7 +tttlItt l!I..IA,Jr . a' .1 0.-'I . f .t2. " e 1 u,..,... R-e „1� __trailsdn 7 .._ III III �,; °.fl» , �•;, jr= • /_, f..�. L. �? +' r- '---' I Zip '� .- "•- 1 � 15 .11,v r 1- =I lI--[C'l•�t R-10... .E �� ' di R a� I� ,` - +. I ,;- _se.-Entiliqwk / : :' ' F7-.1 ,i4.-a Maiinfol .,:;••-••fi''', ,. ,',.;...; •":' ''"....".' f v: , • • ..".:',.i .01.. " .'' IT' :,-•,''` ' , • , ,. ...; j.i :' 17 ...... - . - ir.77*,.'1734,..:t7117_a ..: .,: I my .: .:- 1 gver''.. ' x03 i. .,:,.._. , si.61... T ii , iff I: ,, iti Ta.'6•11#21tIff%r., Hirattitti •3 . 11"il 46, -v7- - f GENsni �- L:'a•�_� +�F+M�4+:� • iraw•• ATTIC fir': ..... —•. -'� • run... • .fit. ..■ sl1.•••• •I, • • . . .. . . . . , . . . . ,, . . . • • - • , .. , . . . . .. . . . .: . . . . . . .. . . . , .: . •,',',.''.'„,,.„.. ‘. .'':',.',-'•,?,•'.••••:,..,: . i,,.; ..• -., •: $'',i',',.,:,,,,4 4.,•:, V i,..!; p''' .:.:e";': !''''.:1,11, ,,,,','''•:' ' •-..:;',.,•.;•1.;','• i :,. :,,i:,,, c- '• I',"4: VH).1:. •:,...sq :::;! .• .."'.''....': ',-a' • ;:` ,:o `,i!...••r:::.;7,. :.\•::` : ,'i' ,". :•••:.:". ,..'..!...-'2: i '..,''''.•L'-;!.,::. '.„:•',".',',:... ;: , 1." ,,,,.; • T ,-,.'.‘. `•!"'f:;'Jf • . . , .. . . , . . — .,.• . • . , .... - . . . _ ' , .1. 1 1111 1 111 111 1111 111 111111 1 111 1 111 11111 1111 i- . . . . , _ . • , ...; ." , , . .. . • r, — :-. : . ,,, - -',:.. . • • . . . - - . •,—... . . . • • •. , - •' • . ... . .. . . , ... . ___. _ . .. _ — _ .___ ,.._ _ _ . •. .: . . _ • • • • - '1.4,,,..., v, • fki.i --assmisstotell ;,...„. _ ' crry OF RENT014 . . ,,,, ca • 4.. 4 - , - - - Ik);•;:" ,4,I . DevGloPment south services plvislm 2 9 0 . ' ir ° `''4‘ — 6 5 * . OCT. 03,S 6 A a . - e . 4,3 ... Ze° .2.2 . Avr,:at ' _ • •MIII Avenu 85 • : .' EI•AdIETiil 1) • • washington05 P 9 • .54076 ' ..1") 1 s.-- • .'...•s;, Renton. . :. ___,_ _ • -Kilkenny . ' 330 LYniie-E: 76 0 • n, ParCel #9485 . ace •• • Al 6.99t8h°P515 ' . .. . . .• . . . .. - .. • • ' 1Re°nt4:n,S WE . • .•••-•: .r..,:,/ INSUFFICIENI .3z----z---, - ., ADDRESS c.,' I i ...... .130 co - , . . . . • . . . • . 1 , i 1111111111111111111hiliiillitidldiliiiiii111 RETURN'TO SENDFR- .,,- •, •..,,-,,,,--• - .: ., c'41,41-4iF.,_ ;.....,',pC"J...... .:. :44.14,44,.ititiffi:,i'Aria,intli, . . ' ' . . , .. • a i;,.. .•J .!.i,p,', , ,.i I i,•• :, ;•T';, n , , . : ; •','•''': •', -- ;:-,•:•i,.: ,: : ,-, • _. ' ..., • NOTICE OF PROPOSED VARIANCE APPLICATION - - RENTONI WASHINGTON A Variance (V) Application has been filed and accepted with the Development Services Division of the City of Renton. The following briefly describes the application and the necessary Public Approvals. • . - . PROJECT NAME/NUMBER: Talbot Trunk Wetland Variance/LUA-96-116,V .,...„_, .."47,Tre4.,,, 112 cl':::.,,Q r„,.-,f0117.3,3k, i•= gi''•-"7""f' pf,:-,1,i,„,.,-.:, . _,.:,- ' k,.. t ri 4F.,.ii-:-.0 DESCR113.719N:-'1'" t7,:::';'-'1,p The applicant seeks a Welland Variance in orderkteitconstruct an 8 inch gravity . ,t.",4,,,,,,•,,,,-,,,, sewer triaintAeFV-e'JptcpCsied and potential single family develdprnents. I: ,,,, „- „i. ;V--.=.--,,-.,.,,t ‘•• 0, -,,,, -1, - i4 4,-, .J ,,t.. •-• It .,,,, ::. —1,014 aGLAqco . ...., • ,••,. ,../ifa,r,, .,, 4„.,,..-- .,,, GENERAL LOCATION: ' .' From South 34th Streeetbjalbot Roied South / "" s',,,--., gji,•;i'l,a.,tcSdrii .N 6'e. 4,, .,„,0•_(.7..• r . ....-........,--...A u....-..,•••,-- ,.,, PUBLIC APPROVALS: • Variance . , . . . , , • , . I V.' ;., . , .. . , .. . • . The application can be reviewed in the Development Services Division located on the third floor of Renton City Hall. - Comments will be accepted anytime prior to Public Hearings, during Public Hearings, or prior to an administrative site plan approval. For further information on the application, or if you wish to be made a PARTY OF RECORD and receive. additional notifications, by mail, of the City's environmental determinations, appeal periods and/or the public hear date(s) for this project, please contact the Development Services Division at 235-2550. Please include the project NUMBER when calling for proper file identification. . . . . . The date of Tuesday, November 4, 1996, at 9:00 a.m., has been set for,a public hearing to review the above-referenced variance. The hearing, before,Mr. Fred.:Kaufmati,'Renton Hearing Examiner, will be held in the Council_Chambers on . „. the iseCopd.floOraf City Hill;Renton;Washington. , .: :, ,)::t '. •,••, , . . ..., ,.. • . !\ ' ' '• ' " '''.-P ,..V.„;:: '4' .1, ., s. •ss,. ..., ,.,1 i • - , ', .\ '\ I.L. ill Is.,---- :•, 1....gli' - -'..." 7.44"CI:s:it'.'460" evkl"."11. ' \•::.;•',!e. ':',-:;.4,-tb."'. :'.4';, . .‘.1'.,,7:,• ,';: 1=1 11 " ' ". ' ''''' - --- 7 1ft".VIVII:4?'-'47A'.* . 1.- LA.11P° IC e*,- ---..% ..r., _. - 1 :':',;:''.:".'Fr 4:12k:;.'' •kl --'• ' 7 j,"9, f ,,1•••-.77 ,, _ 7...,:-.,7":7,7',:-,i3 IA'I,' • A ' • , ..N:-pr. a' • 's :. . " '„:"L-".- ,'4, ..f;-.:,,- .41- 4.-kf. .',', .-cti.:- ., • — i•••• 9•• - - • 'Ast•%,411,-4 ' - . .0 - .:,\• - .0•••:'g '• ei; .t,"'"2".' ' 1 41,1..,47-..V • -,4..:.1 '' :•• .. ..„-- •;A - ,,- gili,.114,-:•-' -El , la 2ITI •ST. :, ' , 7_ ?:..',,7 s -46, •••• > '"I*4 ..-" '...' , ,V•\'' •t..,T,. .;:,,:."-.", 'It,', IE':IFI614.-, :sig-142'.: • , , vt . ,. .:,e, .. 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GEN selii. • EzEtzaVEY•••-••I. •••*C4rmii•e•-ii; .. mum einsamtie i'•'-i---.. . '. • • rear.. ""•••=•.41-- •••••-•• ' . . 4 '""itiliniim..i ••••''l i'l . . . ,„., . . — • ;, t. ,: 1,',, i ".. ,"+r,"%,!,','. c,,,' ,".•• ''.* : ,, --`,,- .', ','- ' - 57:-.,--. '-',•'-, . ,•'. , ' „' :. ''. ' '. ' ..‘. , .: ' , . , )11111 I i Ili 1 lei !WHIM I in 1 1 1 11 11 1 11 1- ,:- ---- -.......-....--,..7....-.-- - n n g • - 0 Oct 0 319 6 r..f$:01 z . .c :.' : Development Services_oDiyhision 200 Wall Avenue S ut • PH 98055 , , •MET-ER • ReiltOns WaShing ton '''' . '''''''"' ( ' '. . -1)54976 ..•-• j-C- : ,,4,-•• .,,'•- '. ••.. -7,.. r—Terri Lam Parcel #948575 0140 745 South 32nd Street • Renton, WA 98055 • 1 NSUFFICIEN1 ADDRESS , ,- ' 0-SS-- - t 1, gi, 11-;::' ...411.1.11titIllitiltlititlit111111 i I I -I-1 I I I 11 I NOTICE OF PROPOSED VARIANCE APPLICATION RENTON, WASHINGTON - A Variance (V) Application has been filed and accepted with the Development Services Division of the City of Renton. The following briefly describes the application and-the.necessary Public Approvals. PROJECT NAME/NUMBER: '..11'1-41bot Trunk Wetland Variance/LUA-96-116 V at,,s,f. Y +, t:h� } DESCRIPTION:`'''""F l'"fa, The applicant seeks a Wetland Variance in order to,construct an 8 inch gravity sewer;main,;�to bserve proposed and potential single family developments. ii z;:1 •?"':;. ^ ; ,`.ti `-:+r; t' °' s= GENERAL.t_OCATI'O�N:` `e:, From South 34th Street to'Talbot Road`South - •- --~ i % 61 t;7 n rrl',, PUBLIC APPROVALS: • Variance The application can be reviewed in the Development Services Division located on the third floor of Renton City Hall. Comments will be accepted anytime prior to Public Hearings, during Public Hearings, or prior to an administrative site plan approval. For further information on the application, or if you wish to be made a PARTY OF RECORD and recP,•� additional notifications, by mail, of the City's environmental determinations, appeal periods and/or-the public hear' date(s).for this project, please contact the Development Services Division at 235-2550. Please include the project NUMBER when calling for proper file identification. The date of Tuesday,;November 4, 1996, at 9'.00;a.m., has'been set for a.public hearing to.review the above-referenced variance.-The.hearing.before Mr.:Fred,Kaufman,`Renton Hearing-Examiner,:will;'be held.in•the'Council`Chambers on thelsecond`floor'of City Hall, Renton, Washington: .. i' , e 1' , ' ;: 4,, ' ."'- : ;;; !!:....,.'.. -;"' ,'111148:21114,A,',$, 40, ii, --- • . -4 • .. ,....-; : ;•A .4. ".',!e<-.,,,c16'"----1110 i ' f- ...1..11'.77! ,, .r,; i •,:0,H,,, •4=1 ' 110:40•4r4": ' . ; 400 ‘‘.egt.- -'''-%... ..:'!.: a.,--c.j 0V.: Ake.--'•* , sl . 4 10 tV ' 0- ______!_j.:„: .......a......4% s:.'," .4iiiiiiii.,.i; ‘,,W.;4;-•4 ', - • _1.:.4„ .:.._-___ ti 11,p .g.\,‘, Y . -- 4. ~R { ;a= • - 1. '*"* 1 _., ti " 4 4 IRAiAP • • ',.\ •:: • e ; o I , ., Eli,,t. y:':- ..�•-.. ' 14. • L ''FAKER'S FARM'N0.5 1°"� -11 c.-.‘.Vj "" VP,' AVIIOWC..L.. iiMi4 't .7. ' V.:. . :FIELII`413'43`!11}.7 4 eg a ' • o •T,: 013E t .ktt 'W.,.'fIISi E6 'Est \.: 6• e. ' :-_o, f e. :. .:: J ig 1 D a ®` .:;:::... art. ::. -_ '? 0 __ __.__ -r'__ B " fl' �� ; ice'• —.•�•I, rek i /./ O ' .' . : , 'a- 5^�� PI ' 1: - ','�:-:. ti :a.`` ' :. j'.:• :: -. . -1 '!!+ � � ���A��L: RIB, • .J, 4•1'�li x': `ri ;y' , , - .�`: 1 7 r� : , y f P-1 ^, i�� r• • •/ ♦, a �'.' " ,..-. •• •.•- f i •.•-:. Mii •••••7: • ‘,...1,41‘ ' a.r'Llirt!' ' :'•.i.:.- :,:1 ; '''''.. . ...: .: .•giS.i,,,'•::4, !tilt I •,-,,N•,, ..t,:k; ....,-.. ri:•• - .- . s.,. t� '�� Ri --•' .'a it "�' 1 a•b MOM r""':l:.`?p' , - • •• GEN.'''. ..� ._'e'en••• ~ a�.a� ,- '"'yz '"' 1 , • --- ® . •-• • -. , • . • L.._ • , . . . . • . . , • . - , • • . • . . . . •-:',....• , - ;.-:-•••;.• -t ‘;"' ....-•... -- , --'.,'f-,.: ,•-•,..;'.-...•:., ••.:.'", . 1 • . . 1 „1 - ---- 1- f '`" • - .. - - ' -- - - 1 . , . • ... .. . 1 • I . 1 . . . • • : • . • ' 1 , 1 . . . '. . . - • - • ,-- - - 1 . ' - , -- - --I '•:._:_-- -- - 1 crry oF RENTGN \ . .t.,.._ t......, ••• . . . ,rti.....,s........___...ms:A. 00 • 4104.7. IC , ,„ 'OPiroPIA I.. Development Services DivIsloit,..7y. ... (4 n Z- - ... f 45 It — 200 Mill AVenUe South :i..,, • -- 1-0396,-- ,. ....-..11:....,?. -_.,—;. 41-- ;-• Air". at . " -I.,1.6. _-,-,•%It,. ,,-. -. ., .... . . , :. .. . ° ' . I.." : $7.:40:: ' • RentOrli Washington 98055 ... Nfoo • ro %I - ..'Pail.ETER.. -•••:.- ' ' ,:i:.-' .--; ',.-POMETER it,. :.- -.-' - Stieit 'nil' ' . AbflitiV00,_..-7 .''. EL—•-'''It5.4071 " '' .' .' T fie-. • - : 1.1 . • ,...,..• "glibite Pi t' • - idve_ 4.6_ _ __ •-.;-t:- __— -- - -- - - Fang &Nan Z,-,,,—mr-i, • Nil/1'g .\xm v n . #• • . .. . I , . . . 1...414. aniumatuas*, NI: m ' 1,', UNEMI ,, ,esimrszalsomm. ,.'Mann •,-.:,? 0 r:Vr, ' VW'Hi, r * t,. . ) 011KR4 n , • „t-... ,,,3,,,,f ' NOTIL-t-'OF PROPOSED VARIANCE r: PLICATION RENTON, WASHINGTON A Variance (V) Application has been filed and accepted with the Development Services Division of the City of Renton. The following briefly describes the application and the necessary Public Approvals. PROJECT NAME/NUMBER: Talbot Trunk Wetland Variance/LUA-96-116,V DESCRIPTION: The applicant seeks a Wetland Variance in order to construct an 8 inch gravity sewer main to serve proposed and potential single family developments. GENERAL LOCATION: From South 34th Street to Talbot Road South PUBLIC APPROVALS: Variance The application can be reviewed in the Development Services Division located on the third floor of Renton City Hall. Comments will be accepted anytime prior to Public Hearings, during Public Hearings, or prior to an administrative site plan approval. For further information on the application, or if you wish to be made a PARTY OF RECORD and receive additional notifications, by mail, of the City's environmental determinations, appeal periods and/or the public hearing date(s) for this project, please contact the Development Services Division at 235-2550. Please include the project NUMBER when calling for proper file identification. The date of'Tuesday, November 4, 1996, at 9:00,a.m., has been set fora public hearing_to review the above-referenced variance The hearing, before Mr.-Fred Kaufman, Renton Hearing-Examiner, will be held in the Council Chambers On the second floor of City Hall, Renton, Washington. Y ... „ "'S7> / n •- p ^ ©; 9f 'T'IX- sT., I I � .......,.., +11 r.,.--' ��� �, �.� � � . s. I� ,, � Q ss ". .r � yam tii.T ��'- �cT. .�: A _.—.,..---• — _ .1 :' g sO -is "w '8 rid ., ,,, "u, .I� RR% ?".` \\V( 4' 8< 'V 'fl. '4 ss.. 29Tn .s.I r.Q..-. ..•.. __ — ig VII•�•Y���,,,;__��` 7 'f. -9,�1 .L1 \` ••F. .• 166T11 sr f ,'(.'' . l°14 440,1E70111141R-Ilil‘5it.14," s. dT sr. s sT• •a,ss.r a•` \\ _ ... . Vi° IIII— 7 \ "8"6' �SA��ltsdeeQO 't \ :'- _,_ iv, - ` ; I —..�... � �„,. � �aAQRCO!i�� ii ,Avit y? q pES FARA 40.5 r' •fl 1 A tr s Yv6 fIRf�li�id' K3..._r � to 4 \ :r s .69.r 0. . ' z`ly_'Ei•' .R @ , • :, :6 y ..,.n. n1 '' ., T ..�,1 _ q . L„ . ,,,.:2-D R-8s. 0 1 I / jI r ._ ','h,'e`. .r 'fl 1 ... .....,r n Ji ' - — I-,— - �S JI __e =..` ib�i 1• ' 'l O l�tl �..e� `,'® ...• u� IV47 ''� n _ __--_f , De s ss�OIr2ss�5r_.."_ :i, ,e• I " ^ INN rE' ^ran � 9 \A�J --i-- - /�I i 1 >! s J6TYt m..Fa4 Sf ar4 1' I i .6) .,., \X ' 'I3 z�� .. yy���� R-8 Vt ., I I � .f•1 rz.flllfl111.�1 gEr,.iXL: ...... a er Js--.. -- 1) 1 � ' w..a �`'.�II�� ul �,D SE\ �., s. erns sT ^..• :. p�� ism.��.;�t' •Y a ' p-1 .1. '/ �s MI PI l y� : a: q+ ri I )���j�j�]� •, f'40 tfiatAtt I - ..„„.L... ® rr^ B';'.... II i•i• Jf 19 I • .rr. '1 .t M•.aw , av1n 4 D:w:•. '1' '' �C^ 'S1�r' ." I aY � e1 . 1 •Y[D1C BT. - D'.. i®'• ""C7:� �•e.L. ,( �_._• T=d'6_ ly n. GEN;' .,,.o s�s�'o'. L D '+' w N awrtliE "I."�i .. o.. 6�," s ..TM -,V I ""m u�0 ., rym. - CI� 1 OF RENTON -U. AN Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator October 2, 1996 Mr. Bill Holladay Hedges & Roth Engineering, Inc. 14450 NE 29th Place, Suite#101 Bellevue, WA 98007 SUBJECT: Talbot Trunk Wetland Variance Project No. LUA-96-116,V Dear Mr. Holladay: The Development Planning Section of the City of Renton has determined that the subject application is complete according to submittal requirements and, therefore, is accepted for review. The date of Tuesday, November 4, 1996, at 9:00 a.m., has been set for a public hearing to review the above-referenced variance. The hearing, before Mr. Fred Kaufman, Renton Hearing Examiner, will be held in the Council Chambers on the second floor of City Hall, Renton, Washington. The applicant or representative(s) of the applicant is required to be present at the public hearing. A copy of the staff report will be mailed to you one week before the hearing. If you prefer to make other arrangements to receive the staff report, please contact Karen Codiga, 277-5582, or Sandi Seeger, 277-5581. Please contact me, at 277-5586, if you have any questions. Sincerely, Mark R. P I, AICP . Project Manager cc: Mr. Ron Speer/Soos Creek Water& Sewer District HtAL I K.UU(. 200 Ili Avenue South - Renton, Washington 98055 This paper contains 50 recycled material,20°°post consumer �<,. .,.::.:i:.Ti'f:.T•,•...:r::.. ::... r•:::::::n•.�:.....:..:.;.,'<:}:a:}:?f:>.T:::.{.};T:.T}:.:}.:T.:.:if:.::..:::.v:.:..:.�:'.:......- .:.......v...v.. n, .?i..:.f:::::.vw:n}}i:?f.:;�..:......F.•.::.... 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(. .).................CANT::.T:.:�:::.:::::::::::.i.T:{.}}i:.;::?::.: �� CT::(.NF.ORIVIAT :.: ........ . .... ........................................................ ote:.:;;.•f;:there:;.�s:,more.;than;one:;le9al;o,wne.[<:pleaseiattaaN'::'art>adc((tio'ri''al>� ,notaniatiNlaster.A. lication aieach PP..........................:.:ownek:::.:(:?.T;:<::::::z::'»::`::s»:/: :: <::'':z:::>:<:::: EXISTING LAND USE(S): �M�.,T ,' &-_ci ' 7t/�4-L NAME: SDOS CREE/.- W/4TL'�- F SEWE�e AST/2/C7- r(`�U /?oAi Spy, 4s deter/1/f1-N4 ce--12 ADDRESS: /46/4 JE (?Z S/, PROPOSED LAND USES: v4^ a /),_S.IQ-ClU�I� fib. a 56o39 . • K� CITY: feA1ro i ZIP: ?go, - /037 • EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: RES/OEiV774(..- S/NGtg F tcY TELEPHONE NUMBER: 206. -( 3o _99 p 0 PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION: is' ..�;^.OTT::>: �.: .:, :• :E:>�:::�::: :' �:.:.::�.::;; ' .TT:.TT:•:•:.TT':.TL:::,.: ;;::;;;: ONTACT::PERSO;N::(4 ...::t •,.;:;. �'" :>::e RCS/D T7 t •S//v64 f�ufL y NAME: ED6E5 Ran EAr6,w 7Z//✓C7 ZNC• GILL_ ]i_L .4 ✓ EXISTING ZONING: /7- ADDRESS: I4455o NIC Zq*,+ 1-L, ) SOrTE 101 PROPOSED ZONING:/1-g • CITY: (3E(LEVuE • ZIP: 9000-7 • SITE AREA (SQ.FT. OR ACREAGE): TELEPHONE NUMBER: Z06- (p8Z-74Z�p I��I�c�c- 1 .44 �• 1247ecEc- z; 5.0(04-c. 3.! • q.99 4-c. . PROJECT OR DEVELOPMENT NAME: 7.4� r ao �i� CCN No. l-(JZps �AIS THE SITE LOCATED IN THE AQUIFER PROTECTION AREA? PROPERTY/PROJECT ADDRESS(S)/LOCATION: 3400 3ie �"""'� ""` Iva: PARCEL 1 : A/EY qc 5E4 sk. 3o)i z 3i✓ PcEL Z• /1W34 o,"•s&i 01 TZ3A fl/�-S�I.v�l. IS THE SITE LOCATED IN ANY OTHER TYPE OF ENVIRONMENTALLY RivreZ 3 /04/ of stu 27Q�/ T23� /� (��. SENSITIVE AREA? �A �7�,,,� KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): �/ (A/WA/IX/OS ON SIT�r TgIeCEC. l 3o z3o5-9108 . � g�ir L z zgZ3o.S- 9/Z3 .m P9iCEL 3 % 29 z3 0S- ?o¢O E c cp { ,,9,g �_ . ...:..........................:::..:�::::::::::.::::::.:: .'.;':ttti;:.iii:.i:.i:.:t:<::::::»::>:<:>,.;.::::;iii:.�.:;.;:;';i;:<;>::>:<:>:<:::::t.i;i:.i:<;.i;:•«< ................�...........:::::::wn•:::�::::::.�:::: �::.::�::::.�::w::.�::::::::.�.v;.,:.:::::nw::::::::::.v::.::.t:•::::::::::::. ht;v:v:. :: ::.::•.�:.::•... :C: :::•:::.. ................:n,.::..::.:�::::.....:..:.,•::n•...:::i::::::::...•:..n;.....:.•:....•::..� ....:...::.....:.;;...:...:.....:. ...: : :::::.::::::.::...•:. : ::.:::•:n..' .. :::::•::a:•ir::<: :: :i •:. ....................................:.. :::: ; ;:. :> :: : ::.: : .: : :: :::: ;::�. chse .aCate;� :..et;:�f>rne.ce . :.:::.�:::::.;;:::.ii;:t.:...::::.t.i;::.::.::: .;::::::::.,:.:;:.:•.:::::::.�:::.i..::.i;:t. Ggt<..UES.CRIPTIC ... Y........... ........n....:...........:..:......lE...........n........... )Ft..PRO.PERTYn{.Atf� a�: ..'.:::..:...........n,.,,n.:n...... .,. • SEE- 4/ 7-4C/fL� . 78/T 'siltk I I <; E ES;;;S>> »>< <>:::Em '< < > `s m::: %`ginlig'>S :>':»:«:»:>:»>:•»:1 .. ;: f .-.G(t >:sfaff..wi.11.>deter:min..::•:.:..:..:...:::.. :::.:::::::::. ::::.::::::.:::::.::: >:::.>:.;»:.;:.:<t.;::.:t.::t.::.::t:.i:.i:.i:.;::t.;:.;:. 1<<::ali:.ia I(cat(on€:>t : .es:::<that;>a.PR...Y<::.: '::.::Y;'.: :::.::::.. ::::.: .:::. .::.:.:::.:..................................... ............. :>:;:::>: «::: <:>::>;::;:.i:t.:;;:t.i:C h e c:.i:. tt:.;:.:p P;::.:. .::.: ::::Y.P... ::............. ... . .... ..................................: SUBDIVISION: ANNEXATION $ ' _ COMP. PLAN AMENDMENT $ _ REZONE $ _ LOT LINE ADJUSTMENT $ _ SPECIAL PERMIT $ • — SHORT PLAT $ _TEMPORARY PERMIT ' $ _TENTATIVE PLAT $ CONDITIONAL USE PERMIT $ _ _ PRELIMINARY PLAT ' $ _ SITE PLAN APPROVAL $ — FINAL PLAT $ GRADE & FILL PERMIT $ (NO. CU. IDS: 1 PLANNED UNIT DEVELOPMENT: $ VARIANCE $.C (FROM SECTION:4-235- 14 ) _ PRELIMINARY _WAIVER $ _ FINAL _WETLAND PERMIT $ ROUTINE VEGETATION MOBILE HOME PARKS: $ — MANAGEMENT PERMIT $ BINDING SITE PLAN $ S_HORELINE REVIEWS: _ SUBSTANTIALIDEVELOPMENT $ _ CONDITIONAL'USE $ _VARIANCE $ _ EXEMPTION $No Charge _ ENVIRONMENTAL REVIEW $ _ REVISION $ . :;.; ;:..is :i:: : : :;:;:::::::3 : - ::y: . .:; ^;::Y�;•";:::.::.:::<:., i ` :: :::: f:: >2'2:`:: :';<::<:?2::2 ±� S #a ; : i::.;:tt•i:.::;.: . i:•;:.:;t::t.i:.:i;:::.:i::t•:.i:.::::;;::. •i:•.:.:i:.::.i:.;:.:;;:.I ' IP:, ist•;:•:::;'.:t.;i::.;'..:.::.i:.:.;:.::�:•>:. .....:::::.:::::::.:........::::::::::.:::::.:.:..........:::::.:.�::::.:..::.............::::: : :. "V.IT::OF.:.OWN.ERSN............:::.::::::::::...::.......:.:::. ...,: ,..:>:;.:»:>::<:>:<;,........ �itir G�g......... ff����,;� ��� Nr� I, (Print Name) 1\ J)A Speer , declare that I am (please check one)_the owner of the property involved in this application,_the authorized representative tofact for the property owner.( 8t �1 proof of authorization), and that the foregoing statements and answers herein contained and the information herewith submitted ar ,0aapesIp ,•e .640 nd correct to the best of my knowledge and.belief. ,�®�,��ouaHo p .0�©a �'�Q8Z.����Fey\o Ot t iode 3igp z'©® • w�7`�0°"".6` V m ,rTTEST: Subscribed and sworn to before me, a Notary Public,in and ion , 1.Qer-t s® ®� �m fa,the State of WttSItlhc4m-residing aty,6 /V �e e9 a� g+�s Q��-- , on the A day of (Name of Own /Representati e) P t o�� „,{��,,ra g� -- ,,,,,(v t�1`LI -I��O�C� :. ,�aseesue�?emu.,„,,,,,,,50.,4. ,,,,, , (Signature o caner/Representative) '$�OF W1¢I;,o .�` G� /,,,,,,,. 1 �a°g ( ature of tart' Public) j . ..... :....:.:.:::.::.:.:::... ......::..:...::.::.:::..::.::....:.:::.:.:.:....::::::::::.:..:.........::::::::::::::::::............:::. :. ::::::::..::........:...:.::::: IiiiIIIII.IIIIIIII :IIII :.:.::.::::::::::.: •::.i:. i:.::.;::.iii::.::.i.:•;:.::t.;:.>I :com leted;:b. .. ..........::::::...................:.:.:::::::...........................::::.:.. . Is..sectio.n.:to:be.. . ... ............. .Y.......Y . :.. :::::: :. ..:::..;:.i:.>i:.is.;:.:..;:.;:.:;::.:.>:»':> . .::::.;'.:.:. ...::::.:.:..: . :. . :.. . : : ...::.:.:: :: ::: :....ECF:::::SA.:::..R... HP0CU. .... .......::...: VM . .:::Clt.::File:Num.b . '�.. ... � �' :.;::.;:.;:.::.;;:.;:;.:>::»;:.;:.;:.;:.;;;:.;::;:.i:.i:.::::>::>::>::;:;:.:.:t.i::.:::i:.AA D<::>:W.;::.;:FP.:.0 D:;;:>.>S M:.;: S M E .::M H P..... ,:T.OTAL:<:FEES.::><_5:;'.. . :::>::::>::<».: < ::::';: <;::;.:;.;:T.OTAL.POS.TAGE PROVIDED . :: . ...,....:..:.:. ::' . ... : REVISED 2/95 i 1 vt Master Application - Exhibit "A" LEGAL DESCRIPTIONS Soos Creek Water & Sewer District Talbot Hill Trunk - Contract No. 1-96S Parcel 1: Lot 2 of King County Short Plat No. 1177127, filed under Recording No. 7803311125, records of King County, Washington. Parcel 2: The South half of the Northwest quarter of the Southwest quarter of Section 29, Township 23 North, Range 5 East, W.M., in King County, Washington; • EXCEPT the North 330 feet; 'AND EXCEPT the East 660 feet thereof. Parcel 3: The North 330 feet of the South half of the Northwest quarter of the Southwest quarter of Section 29, Township 23 North, Range 5 East, W.M., in King County, Washington; EXCEPT the East 660 feet thereof. • • f:\04\668\dots\exhibita.lgl City of Renton Variance Request Project Narrative • Soos Creek Water & Sewer District Talbot Hill Trunk - Contract 1-96S O'Connor Plat - Offsite Storm.Drainage The project consists of the installation of approximately 1,930 lineal feet of 8" p.v.c. gravity sanitary sewer main extension, seven sanitary sewer manholes and associated appurtenances to provide gravity sanitary sewer service(Soos Creek Water&Sewer District)to the O'Connor Plat, a single family residential subdivision located in the NW IA of the SW I/4 of Section 29, T 23 N, R 5 E, W.M.just west of S.R. 515. The offsite storm drainage (City of Renton) for the O'Connor Plat will consist of approximately 1,600 lineal feet of 12" c.p.e.p. pipe and seven.catch basins. All of the sanitary sewer and the majority of the,storm drain will be on privately owned property and within that approximately 115 lineal feet will be constructed within the 50-foot buffer of a category 2 wetland and approximately 500 lineal feet within the 25-foot buffer of a category 3 wetland. Approximately 210 lineal feet of the sewer main will be constructed within the category 3 wetland and approximately 40 lineal feet within the category 2 wetland. Associated appurtenances and temporary erosion and sedimentation control facilities will also be constructed in conjunction with this project. The gravity sewer main begins at an existing sanitary sewer manhole in South 34th Street adjacent • to Talbot Road South in the NE I/ of the SE I/ of Section 30, T 23 N, R 5 E, W.M. and extends approximately 319 feet north in easements along The east side of Talbot Road South across a 3.1-acre parcel and a 0.6-acre parcel, both of which contain single family residences. The offsite storm drain ties into an existing catch basin on the east side of Talbot Road South in front of the 0.6 acre parcel and runs north approximately 93 feet in City of Renton right-of-way. Both utilities (from this point on both the gravity sewer and storm drain are parallel and approximately 5' apart in their respective 15'-wide easements) then go approximately 840 feet east along the north side of a vacant 2.7-acre parcel, then they jog north approximately 133 feet accross two vacant 5-acre parcels. The utilities then go east approximately 519 feet to the proposed extension of 101st Place SE where they will tie into the O'Connor Plat onsite sanitary sewer and storm drainage. On August 8, 1996 I attended a pre-application meeting at the City of Renton. In attendance was Kayren Kittrick, Jennifer Toth-Henning and Mark Pywell from the City along with Jim Jaeger of Jaeger Engineering (developer's engineer for the O'Connor Plat) and myself. We discussed the project and it was concluded that the offsite sanitary sewer and offsite storm drain require a variance per City of Renton Ordinance 4346, Section 4-32-5.H and Ordinance 4478, Section 4-32-5.H because of the presence of category 2 and 3 wetlands within the proposed construction area. A construction permit for the offsite sanitary sewer is also being requested with this application. On August 21, 1996 Mark Pywell, Jim Jaeger, Ed Sewall (wetlands subconsultant from B-twelve Associates) and myself conducted a site visit to the proposed project. It was agreed that a request for a split wetland designation would be allowed for Wetland "A" (category 2 and 3)due to the disturbed nature of the west portion of the wetland. Please refer to the Wetland Analysis/Restoration Report dated September 24, 1996 by B-twelve Associates for further information on the wetlands. ECEIVED SEP 2 7* 1996 DEVELOPMENT PLANNING f:\04\668\docs\narrativ.rpt September 24,1996 CITY OF RENTON City of Renton Variance Request Justification Report Soos Creek Water & Sewer District Talbot Hill Trunk - Contract 1-96S • 1. Project proposal. The-project consists of the installation of approximately 1,930 lineal feet of 8" p.v.c. gravity sanitary sewer main extension, seven sanitary sewer manholes and associated appurtenances to provide gravity sanitary sewer service(Soos Creek Water&Sewer District)to the O'Connor Plat, a single family residential subdivision located in the NW 'A of the SW '/ of Section 29, T 23 N, R 5 E, W.M.just west of S.R. 515. The offsite storm drainage (City of Renton) for .the O'Connor Plat will consist of approximately 1,600 lineal feet of 12" c.p,e.p. pipe and seven catch basins. All of the sanitary sewer and the majority of the storm drain will be on privately owned property and within that approximately 115 lineal feet will be constructed within the 50-foot buffer of a category 2 wetland and approximately 500 lineal feet within the 25-foot buffer of a category 3 wetland. Approximately 210 lineal feet of the sewer main will be constructed within the category 3 wetland and approximately 40 lineal feet within the category 2 wetland. Associated appurtenances and temporary erosion and sedimentation control facilities will also be constructed in conjunction with this project. 2. Purpose of this variance request. This request will allow the construction of approximately 250 lineal feet of 8" sanitary sewer and 12" storm drain within category 2 and category 3 wetlands. Also approximately 615 lineal feet of sewer and storm drain within the associated category 2 and 3 wetland-buffers. The utilities have both been placed as to minimize the impacts to the wetlands and their buffers, but can not be eliminated. This variance is requested pursuant to City of Renton Ordinance No. 4346, Section 4-32-5.H and Ordinance No. 4478, Section 4-32-5.H. 3. Justification of this variance request. The location of the sanitary sewer and storm drain for the recently approved O'Connor Plat have been determined through the hearing examiner and city review and will allow the construction of the offsite improvements to serve that plat. RCW 56.08.020, WAC 173-240-050 and King County Code 13.24 give the District the authority to provide these sanitary sewer facilities in accordance with the Comprehensive Sewerage Plan Amendment 1994 adopted by King County Council on September 26, 1994 under Ordinance No. 11503. This project also lies within the District's approved sanitary sewer service area pursuant to an interlocal agreement with the City of Renton dated August 6, 1991 and adopted by District Resolutions 0666-S and 0840-C. • 4. Practical alternatives to the proposal. There are no practical alternatives to the proposal. In order to serve the O'Connor 'Plat with gravity sanitary sewer service this location provides the best means of extending the sewer from Talbot Road South east to the plat. 'The offsite storm drainage location for the O'Connor Plat has been determined through previous City of Renton hearing examiner determinations. RECEIVED SEP f:\04\668\does\varjust.rpt September 26, 1996 1 2 7 1996 DEVELOPMENT PLANNING CITY OF RENTON • City of Renton Variance Request Report-cont'd 5. Explanation of proposal impacts on wetlands. This proposal has been designed to avoid the wetlands as much as possible. The impacted areas will be fully restored to a "pre-construction" condition or better. Please see the Wetland Analysis/Restoration Report dated September 24, 1996 by B-twelve Associates, Inc. for complete explanation of the projects impacts. 6. SEPA State Environmental documents which have been prepared for this proposal. Determination of Nonsignificance & SEPA Checklist dated July 17, 1996 and adopted by Soos Creek Water & Sewer District under Resolution No. 1462-S dated July 17, 1996 for which the City of Renton was sent a copy for review as an "affected agency". 7. Documents being submitted. •City of Renton Variance Package •Determination of Nonsignificance & SEPA Checklist dated July 17, 1996 •Wetland Analysis/Restoration Report by B-twelve Associates dated September 24, 1996 •Photographic Summary of Project 4 N •` IA..tR- y`.M -. ty ;t: ;O **, ,ram • • 7•�' !,•' `M .lr, iilF 'i..4,_•} `al ft '4rc,C.•�.!.a{ w" irA ,' '. • 1- s may, a A4 t�4. `7 ' • • A ► . �) ,• • • PHOTO #1. At west side of Talbot Road South, looking east to approximate location of proposed MH# 668-1 and CB# 31 at the beginning of construction easement. f:\04\668\dots\varjust.rpt September 26, 1996 2 City of Renton Variance Request Report-cont'd Y/ ,fir :% �� j ,,, . 1 i.4... ••a. , • 1•y^'L' J. a � `Si,tl. ..r`*„_ i I li < f .A1;Yy'�- • t:Y t ` 1 i,„r� -- .y , , ,- �FN i-�" . .:-' c, �•tiv,� -; ,� ,� ..` sue `, .I^, ti \. .�:x.�'C,.-rAN`;,_ V�^�rtE , _$;x .... :.;ram _• •� •i,1'i C, ,�r. yvy :or/ yam" : �C�� ki PHOTO #2. At approximate location of proposed MH#668-2, looking east along proposed location of sanitary sewer and storm drain. rr i + 44. ,a '' Via. v , 1+.' Y •' _�r w "Ct 1 t f *� \ r b y 1 • s t 1. r * �,e.;,_..�`r ; `+Al � rw•' ^)�_ �X\,- try_ ,1 "� a i t r y a PHOTO #3. Just west of proposed MH# 668-3, looking east along proposed location of sanitary sewer and storm drain. f:\04\668\dots\varjust.rpt September 26, 1996 3 City of Renton Variance Request Report-cont'd tit • 4 F � T" ."`" r� •). '� 1 '� `.:"3rfkiaRky. .. •Sat . i :».t. , ;, r 'rr, ,: N .Y�. u rf ', j t 4 1' r J t '.. ,;t+�t+a� ►" w k 1: s'' 7' �n�'",ra+. '. •.1/_ h4�' �B x 7 s i•y ii, r • r.. :i • Aa ,' ,y ✓ c • -' > SM I i. s '4110•"`^ I., r �",�°''fi� [�t •�. 7': t d' .'• ki4,)' �' " t l ir; ;V i1, t - ' ♦,.+ a �.+ PHOTO #4. Just east of proposed MH# 668-3, looking east along proposed location of sanitary sewer and storm drain (note wetland "A"flags). "• .. o,••• +•�3' ,.. ;. . aa' s �=?i ` - ,tom r `` j f 4007ht .,' pyc� t'' ` .�� ry ,�r��. .�'"'�i�f: .1►f� !��,a�l+' p• d r7 :l.t:-.....,A h` 1. - •- ' r • -. 1 fy• .. , . .,,, , . . .. • ,. . :‘..••f2::,'0 'Mi..,n7...., .:,',r ..,.. __ . ',4:, ... -..{' `..'?'! �,�, f ,•�ry.aorl.,.•�`' ` '. ` �-;Ref '` • 1'Lt P it PHOTO #5. East of proposed MH# 668-3, looking east along proposed location of sanitary sewer and storm drain (note wetland "A"flags). f:\04\668\dots\varjust.rpt September 26, 1996 4 City of Renton Variance Request Report-cont'd _7- ,, t-ts a „ • 7 � .. a ,, iiii:rl. --apaitwz-1.:-.. , - ,,- At_,... .- ..•„..;401.,,. .-, ._ .-.• -•. vow ....: .IP .t ' a 1. ee ..lx..% '--- '"7"A'',4 . ..• • ;.....?toott . .. : .. _,. ., . . s ,-_- , , _ . • . .:,. - , ..... . _. ........ . , _ Y w -�1!/eIJ' {fit_ 04e!. ,ply,,- "4e 4 .. „........•. .., _ . . . __ . ... . .. PHOTO #6. Just west of proposed MH#668-4, looking east to proposed jog to the north of sanitary sewer and storm drain (note wetland "A"flags). ter. St-., '. 5:— 44)1• A17--.�s t *FN."' a rt .,`• r •.�. ' ('• •; •rii,„tok 1'�';•. i''"� -( r f SZ-ef✓°{f' g. ¢"- _l'� ; i ,1 r r ,\.- ..I a, C f (I, �. •'••'• -'I 1 ' t • '�i • _• �•� !11 _ ' t f i�J A fib•*" ,.+�s---..}}k� �w * ftf .� r"'w`•`• , ''err`•t " '. •- y� r PHOTO #7. At proposed MH#668-4, looking north along proposed location of sanitary sewer and storm drain (note wetland "A"flags). f:\04\668\dots\varjust.rpt September 26, 1996 5 City of Renton Variance Request Report-cont'd •'NIA Z-VA:131L, ...42rNv., 4, •"..1.•••••.‘. 4..•.1°, ..,• e .11•••• 4, . -', • • -,,, 44..:1./-21....jr..:-( 1-si . ,,V,*...,.-„)•r;•41.•1i,,,,4,./..„. k.''. ...,';•„..'=../e•'r .'or.z.:':,- .,.14',,L.W,,,,;\...;•%.4,:•....?"'t, 1,..y ' If ,'•"`... q•—.V4.-. v•:.*4-- -4'. . , ,, , -- - cr.:„. . li, ..,--gfp?;; , 1 l. - • :--- ' A ...: --- ..... ,,,... : p -:-"'_ r.1%,•;' •'• 's.41(40.4"741.,.. -'1•12,7'Vat r a %'- *. 't •,.. -• r :1 r '-•11A2-,4. • ...' . * :-•- I..- _-kJ',-"N. ,-4.:40•-•- ....=••••--E,' .., p - - .' OP t ,,.,;•;,..„4.4? 4,.„v.-F.''. . i‘z"- ...z•-•:••i ,1- I-vg. • . : 4f l. •• • A's ' ' 3 r' ,* ''iti•. 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".:'-.%:'.":).t."Ilk1.1':":11 ''''''..%:1-.6..1.'';'.;..,'"'', -',,„,4;..4\! -..i .._ - •-..... - .._...:: . . - -,....., ....4 tr., . . •,-... . 1 i("--,r,=--,--. •, , • •• • - _.,..,-\-,, . ., , PHOTO #9. At proposed MH# 668-6, looking east along proposed location of sanitary sewer and storm drain. 6 f\04\668\docsWariust rpt September 26, 1996 I t • ,6.'. r„„, • �` •�,-_11gil=illtll=lo��° B-twelve Associates, Inc. • SOOS CREEK WATER & SEWER DISTRICT TALBOT HILL TRUNK - O'CONNER PLAT OFFSITE STORMDRAIN CITY OF RENTON WETLAND ANALYSIS & RESTORATION REPORT • • • PREPARED FOR SOOS CREEK SEWER DISTRICT do HEDGES & ROTH ENGINEERING, INC 14450 NE 29TH PLACE, SUITE 101 BELLEVUE, WASHINGTON 98007. BY B-TWELVE ASSOCIATES INC. 1103 WEST MEEKER STREET, SUITE C KENT, WASHINGTON 98032 RECEIVED SEPTEMBER 24, 1996 SEP 2 11999 JOB#96-130 DEVELOPMEN"r PLANNING CITY OF RENTON 1103 West Meeker Street, Suite C • Kent,.WA 98032-5751 • (206) 859-0515 • Fax (206) 852-4732 •• 1 _1,° IIIIIIIIII�11 p 111Illlllllllliuo •. • � ce '1"=ig=11''" • B-twelve Associates; Inc. • SOOS CREEK WATER & SEWER DISTRICT TALBOT HILL TRUNK -'O'CONNER PLAT OFFSITE STORMDRAIN CITY OF RENTON WETLAND ANALYSIS & RESTORATION REPORT . -1.0 INTRODUCTION 1.1 General This report describes jurisdictional wetlands and streams located along the proposed • Soos Creek Water & Sewer District Talbot Hill Trunk, in the City of Renton, Washington (the "site" - see Exhibit A). Specifically, the site consists of a 15 foot . sanitary sewer and 10 foot storm drain permanent easement running approximately 1,930 feet to the east from Talbot Road South, to the proposed O'Conner Plat located on the west side of SR 515. The site is located in Section 29; Township 23 North, . Range 5 East of W.M., King County, Washington. The site is located along a west facing hillside and is bordered by residential homes along the north and west. The south side of the site is comprised of deciduous forest • and-wetland. This forested area is located along the north side of the abandoned underground Spring Glen coal mine workings. Evidence of this,past use is present in the form of coal mine tailings on the soil surface just south of manhole 668-3. • Two (2) forested Category 2 wetlands and three (3) Category 3 wetlands were delineated along the site. • 1.2 Proposed Use This project proposes to construct approximately.1,930 linear feet of 8-inch gravity • sanitary sewer,main extension and 1,640 linear feet of 12 inch off-site storm drain, both with associated appurtences. This project will provide gravity sanitary sewer service and off-site storm drainage to the O'Conner Plat, a single family residential • subdivision. The project also includes temporary erosion control measures. • 1103 West Meeker Street, Suite C • Kent, WA 98032-5751 • (206) 859-0515 • Fax (206) 852-4732 • Talbot Hill Trunk/Rentoi_:,_rS-130 B-t • welve Associates, Inc. September 24, 1996 Page, 2 • 2.0 METHODOLOGY • • The wetland boundaries along the site were delineated by Ed Sewall of B-twelve on April 29, 1996. Two of the wetlands along the alignment were located by B-twelve for the O'Conner Plat in September, 1995. Wetland and data points delineated in April • 1996 were subsequently surveyed by Hedges & Roth Engineering, Inc. (see Exhibit B). Wetlands previously delineated for the O'Conner Plat were surveyed by Thomas Land .Surveying. The wetlands on site were identified using methodology described in.the Corps of • Engineers Wetlands Delineation Manual (Environmental Laboratory, 1987). This is the methodology currently recognized by the City of Renton for wetland determinations and delineations. • The 1987 Federal Manual requires the use of the three parameter approach in identifying and delineating wetlands. A wetland should support a predominance of hydrophytic vegetation, have hydric soils and display wetland hydrology. To be considered hydrophytic vegetation, over 50% of the dominant species in an area must have an indicator status of facultative (FAC), facultative wetland (FACW), or obligate wetland (OBL), according to the National List of Plant Species That Occur in Wetlands: Northwest (Region 9) (Reed, 1988). A hydric soil is "a soil that is saturated, flooded, or ponded long enough during the growing season to develop anRaerobic conditions in the upper part". Anaerobic conditions are indicated in the field by soils with low.chromas (2 or less), as determined by.using the Munsell Soil Color Charts; iron oxide mottles; hydrogen sulfide odor and other indicators. Generally, wetland hydrology is defined by inundation or saturation to the surface for a consecutive period of 12.5% or greater of the growing season. Areas that contain indicators or wetland hydrology between 5%-12.5% of the growing season may or may not be wetlands depending upon other indicators. Field indicators include visual observation of soil inundation; saturation, oxidized rhizospheres, water marks on trees or other fixed objects, drift lines, etc. Under normal circumstances, indicators of all three parameters will be present in wetland areas. Prior to visiting the site, a review of several natural resource inventory maps was co4nducted. Resources reviewed included the King County Soil Survey (Snyder et al. . 1973-see Exhibit C), the National Wetlands Inventory Map (see Exhibit D) and the City of Renton Critical Areas Inventory. Talbot Hill Trunk/Rentonieyo-130 B-twelve Associates, Inc. September 24, 1996 . Page, 3 • 3.0 OBSERVATIONS 3.1 Existing Site Documentation. • 3.1.1 Soil Survey According to the Soil Survey for King County Area, Washington (Snyder et al. 1973), the entire site is mapped as containing Alderwood (AgC) soils (see Exhibit C). Alderwood soils are a moderately well drained soil and are not considered hydric soils according to the publication Hydric Soils of the United States (USDA NTCHS Pub No.1491, 1991). However, areas mapped as AgC may contain inclusions of hydric soils. Our observations of the soils on the site indicate that soils in this area do not • generally match the description of the Alderwood series. Disturbance from past mining activities may be one reason for the discrepancy from the soil survey. • 3.1.2 National Wetlands Inventory Map (NWI) According to the NWI map for the site, there are no wetlands or streams on or near the site (see Exhibit D). 3.1.3 City of Renton Wetland Inventory According to the City of Renton Wetland Inventory, there are no wetlands or streams mapped on the site (see Exhibit E). • 3.2 Field Observations • A sloping hillside covered by mature third growth deciduous forest covers the majority of the site. The westernmost 820 feet of the site is comprised of an old gravel road approximately 10-15 feet in width. This road is bordered by a driveway on the north and forest on the south. Some fill had been placed during the construction of the road bed. As previously mentioned, historic disturbance of this area includes work associated with the Spring Glen coal mine. Although this was a subsurface working, it appears that substantial surface disturbance also occurred. Coal tailings are present along the south side of the west end of the site in the vicinity of Wetland "A". The site contains several hillside seep type wetlands located in sloping swales where groundwater discharges at the surface. These wetlands are interspersed with upland dominated by big-leaf maple (Acer macrophyllum), Oregon ash (Fraxintts latifolia) and • scattered Douglas fir (Psuedotsuga menziesii). Indian plum (Oemlaria. cerasifonnis), Himalayan blackberry (Rubus discolor), snowberry (Symphoricatpos albus),,sword fern (Polystichum munitrun) and stinging nettle (Urtica dioica) are common understory • Talbot Hill Trunk/Rento,..,,,5-130 B-twelve Associates, Inc. September 24, 1996 Page, 4 • COCinponent of the upland areas. Soil pits excavated within the upland areas revealed gravelly sandy loams With soil profiles similar to those described for the Alderwood series. These contrast with those excavated within the wetland areas which are • comprised of a mottled clay loam. A total of five (5) wetland areas were identified and delineated on-site. 3.2.1 Wetlands Al1l wetlands on the site share a similar hydrologic regime in that they all appear to . have at least some,groundwater discharge supporting the wetland. In addition, all of the wetlands have a gravelly clay-loam soil that is relatively impermeable and allows water to stay near the surface long enough,to allow wetland plants and soils to develop. AI of these wetlands are side hill "seep" type wetlands with groundwater discharging or lensing out of the hillside at the uphill edge of the wetlands, and flowing out onto the relatively impermeable substrate of the wetland. The following is a description of each of the wetlands delineated'in this study. • WTLAND "A" . Wetland "A" is a large forested wetland that encroaches onto the western half of the alignment. This wetland was delineated with flags Al-A15. In addition, the easternmost end of the wetland-again crosses the alignment. This portion of the wetland was delineated with three (3) flag lines, XI-X5, Yl-Y8 and Cl-C6. Wetland "A" on-site is vegetated with a canopy of Oregon ash (Fraxinus lattfolia) on the east and a mix of ash and black cottonwood (Populus balsamifera) on the west. Understory species included pacific willow,(Salix lasiandra), tall buttercup (Ranunculus acris), dock (Rumex crispus), nightshade (Solarium dulcamera), lady fern (At hyriiun fi.lix fem.ina), hedge nettle (Stachys coolyae) arid field horsetail (Equisetunt arvense). Soil pits excavated within this wetland revealed a gravelly clay loam soil with a matrix chroma between 1-2 and distinct mottling. Soils were saturated to the surface during our investigation. Wetland "A" continues off-site to the south for an undetermined distance: Water within the wetland appears to eventually reach a ditch and flow into a culvert under Talbot Road approximately 100 feet south of Manhole 6618-1. As previously mentioned, Wetland "A" contains portions of the Spring Glen coal mine. From the US Bureau of Mines information, it appears that the main portal of;the mine was located just south of flags Al-A5. This area currently contains a large clearing covered.with emergent vegetation growing on a clay loam substrate that appears to contain coal tailings. We believe the coal mine operations has altered the surface soils as Well as the surface water drainage in this area. It is possible that this area would not have been considered wetland prior to the coal mining operations. Talbot Hill Trunk/Re►nton/ 96-130 J . B-twelve Associates, hrc. September 24, 1996 Page, 5 • According to the United States Fish and Wildlife (USFWS) classification method (Cowardin et al. 1979), this.wetland would be classified as PFO1E (palustrine, forested, • deciduous, seasonally flooded/ saturated). According to the criteria described in the City of Renton Ordinance No. 4346 (Chapter 22 Wetland Management), Wetland "A" appears to meet the criteria of a Category 2 wetland due to large size and headwater location. Category 2 wetlands located within the urban areas typically have a 50 foot buffer measured from the wetland edge. However, since the area within the delineation from flags Al-A15 has been substantially disturbed in the past form the mining activities, this portion could be interpreted as meeting the criteria of a Category 3 wetland. This interpretation has been agreed upon by the City. Therefore, those portions of Wetland A to the east of • flag A l 5 are considered Category 2 and those west of A 15 are considered Category 3. WETLAND "B" • • Wetland "B" is a small, disturbed and hydrologically isolated forested wetland that.was delineated with wetland flags BI-B9 and CI-C6. This wetland is similar to Wetland "A" in vegetation,l.soils and hydrologic setting. A large stand of manna grass (Glycerin spp.) is located within an'opening on the northern end of this wetland. Soil pits excavated within the wetland revealed a clay loam A-horizon with a soil color of 10YR 2/1 to a depth of 10 inches. The underlying B-horizon is comprised of a.sandy clay loam with a matrix color of 2.5Y 4/2 with distinct and prominent mottling. All pits within the wetland were saturated to the surface and some areas contained up to 1 inch of surface water in shallow depressions.. • According.to the United States Fish and Wildlife (USFWS) classification method (Cowardin et al. 1979), this wetland would be classified as PFOIE (palustrine, forested, • deciduous, seasonally flooded/ saturated). According to.the criteria described in the City of Renton Ordinance No;.4346 (Chapter 22 Wetland Management), Wetland "B" appears to meet the criteria of a Category 3 • wetland due to small size, isolated and altered soil and vegetation. Typically, Category 3 wetlands in the urban areas have 25 foot buffers measured from'the wetland edge. WETLAND "D" Wetland "D" is an isolated, 1,429ft' scrub-shrub wetland that appears to have some soil disturbance and minor clearing. This wetland was flagged with flags D1-D6 and is located in a shallow depression on. the hillside. The entire area around this wetland has an•overstory of Oregon ash mixed with bigleaf maple, snowberry, Himalayan blackberry, creeping,blackberry (Rubus uisinus) and sword fern (Polystichum • Talbot Hill Trwzk/Rentot.;,, -130 B-twelve Associates, Inc. • • September 24, 1996 Page, 6 munition). The wetland area,itself is dominated by a sparse overstory of alder saplings with an understory mix of manna grass, speedwell, bentgrass, and hedge nettle (Stachys coolyae). Soil pits excavated within this wetland revealed a mottled clay loam with a matrix color of 10YR 2/1. Soils were saturated at a depth of 6 inches in the wetland. According to the_United States Fish and Wildlife (USFWS) classification method (Cfowardin et al. 1979), this wetland would be classified as PSS IC (palustrine, sc.-Lib-shrub, deciduous, seasonally flooded). According to the criteria described in the City of Renton Ordinance No. 4346 (Chapter 22 Wetland Management), Wetland "D" appears to meet the criteria of a Category 3 wetland due to small size, isolating and heavily altered (grazed) vegetation. Category 3 wetland <5,000ft2 are not regulated. Therefore, Wetland "D" appears to be a non-regulated wetland. WTLAND "F" Weiland "F" is a small, hydrologically isolated excavated.pond that has developed wetland characteristics over time. This•802ft2 excavation is approximately 6 feet lower than the surrounding soil surface. The bottom of the excavation contained 3 inches of • standing water. A shallow ditch•enters the east.side of the pond with its source being a livestock watering basin located uphill to the east. The edge of the pond is vegetated • with pacific willow, sitka willow (Salix sitc/tensis) and individuals of manna grass and smartweed (Polygonum persicaria) growing in the understory. The soil within'the bottom of the excavation consists of a coarse sandy loam with a color of 10YR 3/1 with mottles. According to the United States Fish and Wildlife (USFWS) classification - method (Cowardin et al. 1979), this wetland would be classified as PSS1C (palustrine, scrub-shrub, deciduous, seasonally flooded). According to the criteria described in the City of Renton Ordinance No. 4346 (Chapter 22 Wetland Management), Wetland "F" appears to meet the criteria of a Category 3 wetland due to small size, isolation and high level of human caused disturbance. Category 3 wetlands < 5,000ft2 are not regulated. Therefore, Wetland "F" appears to be a non-regulated wetland. 4. 1 FUNCTIONS AND VALUES .. • Oierall,functional value of the wetlands on-site is low-moderate due to'the past disturbance and close proximity of residential development. However, all of these wetlands provide some value as habitat for human-tolerant species of wildlife and Wetlands "A" and "B" provide relatively good forested habitat for many species. • • • 'Talbot Hill Tiunk/Renton/#96-130 • B-twelve Associates, Inc. September 24, 1996 Page, 7 • • • • Wetland "A" provides hydrologic support for downstream wetlands and stream. None • of these wetlands has any significant stormwater storage capacity due to their slope location. 5.0 REGULATIONS In addition to City of Renton wetland regulations previously described for wetlands and streams, certain activities (filling and dredging) within "waters of the United States" may fall under the jurisdiction of the US Army Corps of Engineers (ACOE). The ACOE regulates all discharges into "waters'of the United States" (wetlands) under Section 404(b) of the Clean Water Act. Discharges (fills) into isolated and headwater wetlands up to 2.0 acres are permitted under the various Nationwide Permits. Wetlands adjacent to streams with mean annual flows >5cfs and other waters of the United States may be considered "adjacent" and would require going through the • •Individual Permit process. However, the Corps has requested that all consultants refrain from making recommendations as to whether a wetland is isolated, headwaters or adjacent. These determinations can only.be made by the Corps. • 6.0 PROPOSED IMPACTS AND CONCEPT MITIGATION 6.1 Proposed Impacts • The proposed sewer and storm drainage project includes the temporary disturbance of • 803ft2 of Category 2 wetland, 4,699ft2 of Category 3 wetland, 2,32Ift2 of Category 2 wetland buffer and 10,909ft2 of Category 3 wetland buffer. All disturbance including temporary spoil pile placement will occur within the 20 foot wide temporary construction easement. 6.2 Conceptual Mitigation • The proposed project has been located to create the least impact on wetlands and • buffers that was possible. Still, the wetland and buffer impacts previously described • cannot be avoided. 'Other than 802ft2 of category 2 wetland, the rest of the disturbance has been limited to disturbed category 3 wetland and its buffer. The existing wetlands proposed to be impacted by this project are groundwater slope type wetlands that are very difficult to create: Conversely, restoring these same wetlands in their existing location.is a relatively easy proposal. Since this project is located within an easement there is little room for creating wetlands and none that would likely be successful. Unfortunately, the City of Renton Ordinance asks for restoration of wetlands at a ratio greater than that disturbed (ratios of 1:1-1:3 for this project). Since it is not possible to Talbot Hill Trunk/RentoizI , -130 • B-twelve Associates, Inc. Seplitemher 24, 1996 • Page, 8 create more wetlands on this site due to the limitations of the easement, we are proposing to restore the disturbed wetlands and buffers to a condition equal to, and in many areas, greater than those that exist today. This is standard practice in .almost every other local jurisdiction, and, we have had great success in restoring these areas as • we'l as maintaining and increasing wetland functions and area. • Therefore, we are proposing to take the wetland and buffer areas that are disturbed during the construction process, and restore them to their original grades and contours. .These areas will be re-planted with a dense mix of native tree and shrub species to restore the native plant community. Species utilized in this restoration will. mirror . those in the existing native communities. Species to be utilized in this restoration will include Oregon ash, big leaf maple, western red cedar, pacific willow, salmonberry, . sneberry, indian plum, red-osier dogwood, black hawthorn, western crabapple and nootka rose. Ifyou have anyquestions regarding this report, please call us at (206) 859-0515. g g p' � Sincerely, B-)ivel.ve Associates, Inc. • • , ,,_.. ...-r<.'°' __ ,--v,--,17 "1'4414 vvettancpt.% v0 1/4 Ed Sewall e I � 0 . Senior Wetland Ecologist I.� �• ''•. ' .., w 4 File:Ed/96130WA.doc 1j-a' 000212 . �0c`•! • • 'h��hfetlnnd.:llr Talbot Hill Trunk/Retuon/#196-130 B-twelve Associates, Inc. September 24, 1996 • Page, 9 • REFERENCES B-twelve Associates, Inc. October 20, 1995.' O'Conner Plat, City of Renton Wetland Analysis Report. Cowardin, L., V. Carter, F. Golet, and E. LaRoe. 1979. Classification of Wetlands and Deepwater Habitats.of the United States: U.S. Fish and Wildlife Service, FWS/OBS-79-31, Washington, D. C. • Environmental Laboratory. 1987. Corps Of Engineers Wetlands Delineation Manual, • Technical Report Y-87-1. U. S. Army Corps of Engineers Waterways Experiment Station, Vicksburg, Mississippi. Franklin, J.F. and C.T. Dryness. 1987. Natural Vegetation of Oregon and Washington. OSU Press. • Golet, F.C. 1979. "Rating the wildlife value of northeastern freshwater wetlands", pages 63-73. In P.E. Greeson, J.R. Clark, and J...E. Clark, eds., Wetland functions and values: The state of our understanding. Amer. Water Res. Assoc., Minn. MN. 674 pp. Hitchcock, C. and A. Cronquist.. 1976. Flora of the Pacific Northwest. University of Washington Press, Seattle, Washington: - • Jones and Stokes Associates, City,of Renton Critical Areas Inventory, June 1991. • King County Sensitive Areas Folio Maps. • Kulzer, L., 1990. Water Pollution.Control Aspects of Aquatic Plants. Seattle Metro, 38p. a Munsell Color. 1988. Munsell Soil Color Charts. Kollmorgen Instruments Corp., • Baltimore, Maryland. • National Technical Committee for Hydric Soils. 1991. Hydric Soils of the United States. USDA Misc. Publ. No. 1491. • Reed, P., Jr. 1988. National List of Plant Species that Occur in Wetlands: Northwest (Region.9). 1988. U. S. Fish and Wildlife Service, Inland Freshwater Ecology Section; St. Petersburg, Florida. Talbot Hill Trunk/Renton.) -130 B-ttrelve Associate, htc. September 24, 1996 Page, 10 • Reed, P.B. Jr. 1993. 1993 Supplement to the list of plant species that occur in wetlands: Northwest (Region 9). USFWS supplement to Biol. Rpt. 88(26.9) May • 1988. Renton City of, Ordinance #4346, Chapter 32, Wetland Management. Snyder, D., P.. Gale, and R. Pringle. 1973. Soil Survey King County Area Washington. U.S.D.A., Soil' Conservation Service, Washington, D.C. • r --„, . • EXHIBIT A: Vicinity Map • of aryE h Lz m-(SiNi s•st •.c[xllt \ -, "I, oOp ��r /f r_-�z �_.. � z. �JJ) j 561t51 �_ H il 7TH1�--•.4. F to� PARK[ f 2' I �f< y/ a Riff �4A�y �/��S[J�J �' i�� < 3 fk �afy 5 • 1 -_-'ii'- "� EL.9•lt 5(-Rrr[t',.. --+f PC ^An ,,Et M(W VILUGE t 5 AR7K710 �—__—_-- - S 1 H Si W „ WY N' •fr'[4,7rR [AD § §PARK ... Sf, 8tN 0., • SW 1 Si'_- . [ S Rd1nOH VILLAGE PL Si1w s1 �! �!E_R7 ^ 1z1H lauaa /c 'sf �oc� .� �I r a; Z.1„ � �1R7r I R\1° N \P .i <•r�w ��- J ``'r `� sirs -1�` J ���� ��e�1 Z I 1,. 9` er , 20 �• �.�P `k Na 16TVi i ST ,�. / 'S� �•l�x , ,,, x ''';` Qo��F!`\55. 5��.-- 3,� 16TH ST ' �1>> s"' s Isr�T `` tea.:o' � c � f� � oRSE'•. E��P La<� se w y 4 u. 5 Pt `3 \\1 \. 5[E t�brxts-H / m, W S.B \F !V'. < 1 -.3-Q •'�., ,-c `,.17FH-5H— 1-r.---- ,-.4 t --r', �q t. WAR ' :IF.,:' 5 1EiTH L.-• P?•: 5T R� 3 x xcr cP S 4 � \ • SN 19TH ST `rn to I SI - \ p I "' Gix' Ni �1/: 4•-' L,tJI G S 19TII Srs e"/IA1807 1•' k21BM $rr !'' Vn st x :;>?.::1▪ ''tp,_;_1,....;;,-14,,:"-‘'Ilt.,,' SI � iUNr Oi .N1Ll �P �` st, v,.a vl Cr 1 L7 .r g Pt PAR , S tour awr 9 y�,, ,`,l• I� r ,=r1., : .� oo •PUGET ,t"rl[sr l'.,",.N� •�� :'o: v� 'rn V c.440 'ts,.ns, 3 a a� JF. :;is.0�?' s i;i • �c� iaWx sl. ��slz[srst ..1sc�> > �. . ' n . y F^A5t zxor, r ,4�116D1x SW 23RD ST S 23RD I• ST J ` -11 - -- - .1 f al it MIO 1 P 1 1 , „I„ �4 ,..,:g I 1{ 1I, _ af� c s �� 1 iyznn=•. sr_ i(X i 1 ¢J. F.. .'EI •� jilt mit.�� btir.„?i I _i- • —t=-.- w SE 167PU 51_ -. >✓ 27-IN sT `y, ..:`^�\ \%v- S sc IESTII _^i "' , $ .--1 f s- .[Y ` n , 5 27TH sr ,-y;'iavo6•- r- $7 SE 164111 'i5 I g S inn of tmu lr�'•g91 \' \�`� it 5 Earv-s • 1 ¢Ib W ISE II65[N <�: I17Ws1 :y • r11 § ye YS \ ,`'k[16611' S[ zon l sr i i ▪s7 s,__1z s:I .j 5N 29TH ST 7, 5,��+s , [. \v���,jjj"`-"T5, !s[ts_7[u sI I `I 5r n 1661gT,i '1, • 30 -.7 \r' -5,1_ ix cr\ t <''^I NiS; ; �I 1 ..1 N'<8 4's' is 30 n1 i i� s _ 1= _ T cr5116 i*- �g ��'1 E I I -ST f„r, SE: A SI 7i 'ct a� 70 -..1-.._: is_- _-__ -__J,:___. H_ 5-fi--' AL 'o I '' r^$_SE 16911111 ^ 5L]ti9[H 4>. R�t4 w --�� i 5 R� J �1 ! sF-j 1701x sr 17aixl y sT jy\s. ST i ^i g j 74n1 5T s ��^ SE I _ 1T2nu $r g r. . I�-._-,Y, <'1 � IUEI')0 J�r'p'. .7� SE 12HU ST ._-__ M- p v� > \S� ,i, SE 17211D ST'_ '•.I^�•^"W^ 1 �u SJSN SI <' II: . •1\`°+'g S T13/_ay a 51 r7s!53� {{/� .177N S1 371 ST s tti` 1111x ct - j x„�o-�r •^I ? '•� �? $a9JN i: \ fS �RI w 91 39ti71 ST "-Jr le, T /H�g �f• L 1 '5C 17-sr 'rFs� ^�.---15r_AI • la — I s l A• `? SE ST •< e-- R, 176T11 -sr- i i' . It.I-41ST ST / .E J' P l :.B E Li i+ r Wl a; gr I �• 7 s1n NI ?a WY, x. -. I oWJ a.n o:i g. €7 5_,^si • m'< 1'iIIIIC�I����l�l Ii 1 P 1 NORTH • �� \!\ ,11. • Reproduced with permission granted by THOMAS BROS.MAPS. ' • B-tselve Associates,Inc. ` - !�' �1 This'map is copyrighted by THOMAS BROS-MAPS. It is unlawful to copy or reproduce all or anyart thereof,whether for Ecological Systems Design & Management rii. P , 1 personal use or resale,without permission. 1103 W.Meeker St.,Suite.C Kent,\VA 98032 ` _ (206)859-0515 Fax(206)852-4732 • • Job# : 94-130 Date: d•'o•74 SOOS CREEK WATER"& SEWER D. Drawn by: FkS Scale: A/ore TALBOT HILL TRUNK . Revised: Checked by:_ CITY OF RENTON, WA • 1 �. i •'i ) , • Proposed Wetland Impacts EXHIBIT F: • \ o. - / I I I II N IN ' I r � _� 1 1 1 I i 1 I11 ! g '►� I 1 j 1 ! i I--------: ( i S i 1 ! • j I V � i I 11• iC� v �1 :.7i-7 I • I -- • I 101 ,E =I' ' I I • i I I n h " vi In I 1 Buffer impact OLD 4D FLAGS-. ' I BY 8-l2-12( R9-21)-05) i • I • r 518.25 `AEi1 mo 7 Wetland impact Buffer impact Qtan—it �TED) ! '-*� 198.33-7 GE •-1047.7 2 1 ( �)\' • 1 Buffer impact I of t1t71AlID'3-* Buffec impa�t 1 ^' j 671.32-1 I / / (CATEGORY 3) .Y, !273.45 i = 1 • -- i a ;' .. .Y 1. y L Y j w,t mY �• Y .Y I / .'• .. - ., �'`(1 Y �_ 0 BIB / t f'''''''.Na ; _ r�- ` r - t ' , 1 MH 668-51 e --r .i ....•••••: / `r �ysi'ei/�/L- ---7. ••^'': -�---r— - - � i ■ t 4 - .^{fi 2 iss•r:%=:i j: w _ a ` ° 1 �J = S' �' _ 14H 1888-7 I • - 1r .e _ i�"'�' I \ •i` _f�`. etnanuH act�eit ER• /i.IN..► ••%i = >` 1543.40 . j r 1 -- • • -KKJ i \• =-�RGPasm sTM.SAit. 1177.43 Buffer i[p�act - � ' i - Buffer impact ( ( i�!fc • Wetly c ! ' Jr : 6949.60 �71311FFIIt •'uvf_••J ��� i�o uv Buffer22 impact 119' (P. /� j • i .vME POST do - _ - R^ ! I s • • a_ ,..OA I DUFFER scr V I •uf, ....-•R �,` 1 CS✓-� _ 1,-,...'-',.. - ^�_._ _. • ��:9-; t0'TYP.Weiland impact /`% V W Y Y V '-cL ED EDGE I _ ' i O�• y // �.,J f-. a 920.92 I (C(CATEGORY A'* 1 .w _. • r _ � `,.m '.'�J � r.;.[: i (CJIIEGORY 2) r r -C �A • ANEOGE-• ,.eN�NILL- I 1 �.' ^ `t.i,c,OF CITQi Y V /� .. ,. I : Y ,. Y Y I - ' = 5--r+••. -— — _ �-UP� ,_ � 1 - =f .`A 'YTy YL i.Y : 1 _ j . -j--- f/.' '%L'_./1.�,'L. %c.Ci:G::.:L'� -../1i1/.:/.:/L.:' L.://L .�.ri�-I . Y Y Y Y Y ���� 'lam• .■■�i. c• .r:�Ir' 7c. ?-':y 11" -i* I!r MH 688- :L / W .� Y . W Y W [I', 668 Y W Y Y W W W Y W Y y Y Y W J '1 ' 1 W y = Y W ... • 'Y / , y '�" ?'IMH 666-4+ II.I'1 • —, 1- ts �MGF OF CLEARING /. —� L ~V Y Y I L W �14\' .-RAGGED EDGE I __ _ t 11-9 1 SOIL 'ZEST PIT OF VYE USD,A•_ _ i B-twelve associates.Inc. • G7ECQtY Wetlandunpact ( G�) ( 3 j Ecological Systems Design&Management !103 W.Meeker St..'Suite.C • Kent.\VA 98032 (206)859-0515 Fax(206)852-4732 • SOOS CREEK WATER & SEWER DIST. ./ j TALBOT HILL TRUNK. . NOTE.- All wetland and buffer impacts are proposed to be restored by regrading to CITY OF RENTON, WA original slopes and contours and replanting with a dense;mix of native tree;and shrub species. i ` Job# : 9'6-i3O Dare: 9-z.-4 _.4 Drawn by: "JiS Scale: '"'^--e • , Revised: _ Checked by: 1 C ! EXHIBIT C: Soils Map . Base map per Soil Survey, King County Area Washington, (Snyder et al. 1973). -•-• \ •,-; .. :1r,, , t„, .., ,, . 1. .. p- .w )3, i, ‘,,,,k:,:.,.- .?),4 CO Wo j'• cs — 4[J .n r ' .Int; 1 .,I' t i .1 y'"t 1+ �• + - - ar Arno . Ur i Jr .A IFS ;•i:; . 1 1I1.1,._ • t . -1• r •IFc\ / l i 71'• . • \ ra;:-... . . . IP.11 I , 9\.. .: g. I 1 ' ...t:1 \ ' s., 1/'.'±—Thil C ' ' •Ega' \ 1 . i, . , ••,: 4 ;rs:`,•• **1 s..s s, . i 1, 2 • 1No _I II 13eC a• II:: seD ill " Il�r •n ' 1ti4. •I •. '.1' (Ago 'V II i Ur-till ' -r:'i , Ag L _ —j Re wok Y rj _ So Tu z' �_..__" In ° .�i JJ r�l Ir`� '` c i . j _ sk • \c�, _ • wa oeM IUD _—_ . ;�"..� •\ • f 1u'I1_ r • I • 169 ,203 bec :112 o jay I . 1.� 1 sk I -t,,.1 . I Ur I •_,: h.. 05.. - —,..- ../ • — i�I- T" ,':�s : i ice^'' r_: 1111111 • •• t ' NORTH • 1. 11edi��--, P B-twelve Associates,Inc. \ -- Ecological Systems Design&Management i 1103 W.Meeker St.,Suite.C • Kent, WA 98032 q" (206)859-0515 • Fax(206)852-4732 • • Job# . 94-/3O . 'Date: e .io•ria. SOOS CREEK WATER & SEWER DIST. Drawn by: Fes Scale: ---c. TALI3OT HILL TRUNK Revised.- _Checked by: CITY OF RENTON, WA - • • • EXHIBIT D.. National Wetlands. Inventory Map • _ • - Cam - 1. • �4a,- ! ri. • • - •_ '® _1 • II'( Li1, I; -, w/, 1 1 ,i , :\ r • ! y •;'1ii:---_,-, :,..,:=i>,.t-A--.l..4. : i'1 ,..„, PEMC 'I! ! M _ _... __' - _, , ,.7 M - -0 . . ,:,-- if:ii.wip..-: --7z,-,_.„.-,:.\.1 v 1 - , IrWrichrig111:4.1 '--' e--1rIy . 444 . A . I it,. . u ii • PABN AVytiVs,,I\, --==.7. Alt'it II PEMG PSSF �. \ t!PFOc _ / ii, , •PEMC �' t • .. 1! 0} i. • I PSSF v1f�1Iiik4i it ;_ _� PFO PSSf . OfPI)B: ` ;'41 :,;F © es- voir 1`i •�'. PENCIL • .' r U 1 PFoc x ,ma- i < gee li, 1 M PSSG P-SF I \! • uu ■ \• 16, • • o !% PEMA ! �, SC 1 •:\ _ .-r; • MC/ ` —, ' t :ItEay l �` a , 41� 1 ° _ I• . /Xill NORTH I�y NWI quadrangle: _-_: �• � tv� �d� B-twelve Associates,Inc. 110 Mapping Date: /f irg — • Ecological Systems Design tt.Management 1103 W.Meeker Si.Suite.C • Kent,WA 98032 (206)859-0515 Fax(206)852-4732 Job# : qG-/3 P Date: G•/0-q6 SOOS CREEK WATER & SEWER DIST. Drawn by: IRS Scale: ivo,ve TALBOT HILL TRUNK Revised: Checked by:_ CITY OF RENTON, WA y- f EXHIBIT E: CITY OF RENTON CRITICAL AREAS INVENTORY WETLANDS AND STREAM CORRIDORS sty ,16Th I ST ,L_-)-. 1 1 \ \, if '' '4, iii. yy._7 -.---.:----,,,,..1,:_;,•_,i = :. ..... ....:-.:.,.:.7.7.7::-::.::3- . „. _._ � l • ...... ... 10 . ... ::::_. 0 ..._.4 ... •..... • • (c os \ ("IL A ;/ l-;f _ 4 \ \ = • SITE a / w-aF I \ r �\ L \ —►nr SE 172th Sr I i;l�"' "IIP I® \ S 29 I • = �,�11IC _... ..-_.... ....... , ,r—t ;dam, NORTH / �'� 4 B-twelve Associates,Inc. 'fit v �,l Ecological Systems Design&Management it ® 1 103 W.Meeker St.,Suite.C • Kent,WA 98032 (206)859-0515 Fax(206)852-4732 Job# : 96-/30. Date: 6-moo•96 SOOS CREEK WATER & SEWER DIST. Drawn by: Ekc Scale. "'.,•—c TALBOT HILL TRUNK Revised.- Checked by.- CITY OF RENTON, WA 1 • EXHIBIT B: • WETLAND MAP Off-site edge undetermined. i \I . epos' l7 I : '-7-1''';,...-,5.,.!:..:!:4::!::::!.-.g!:.§:: ) iY-'_9 •:•!::.:::..:..,.,..A*...:.:.::,.:...,.:.... i .c, 1 c x 1 t.i.:...:..V..7.:.:.::F...::.:.:..:.... G I i 1 —•7 , -' ./."" . '. .' ..:•:- .,\:_:::::::•:-:+:::•:-:,x.:-•:•:•:•:•::i_:: \,---`-- • ' ----,--7- r:::::::::-:•:::.,k, ____...-=..-\...::._----- ----,--- -----;--H1 '''''''''''''''''.: 1( 5 - 'v :I • I -. i -�� act . �r • A I- i I ' I ` si te edge an e te u d.OB m • Lr •.. B-tweire Associate s.Inc_ ' .r I • Ecological Systems Design &Management 1103 W.Meeker St..Suite.C • Kent.WA 98032 Off-site edge (206)859-0515 Fax(206)852-4732 undetermined 1 • SOOS CREEK WATER & SEWER DIST. 1 TALBOT HILL TRUNK • CITY O•F RENTON, WA• - i NORTH , �, • Job# : 9G-/30 Date.- G -/0- 9 6 ,'1ri,,.,, tt Drawn bv: ff Scale:B /'_.00- v. Base map provided to B-twelve b -Hed es & Roth Engineers Revised: Checked by: • WETLAND DETERMINATION DATA FORM (US Army Cars of Engineers Wetlands Delineation Manual, January 1987) B-TWELVE ASSOCIATES, INC. Project: • /ti/L/t�� Tr„A Job//: 9k-/30 Investigator: Ed Sewall Date: 4- Z/ '9G Jurisdiction: State: kill- Sample Point #: DP# / Wetland: A Atypical areas analysis: /✓v Problem areas analysis: t • • VEGETATION • Dominant plant species Stratum Indicator Coverage % 1. . 1' w 44 2. ��, r",.�5 /� t,F,l, s T ��c�. / 3. e E _r 4,44:tc lr.r S 6AC `s U 4. F�..... r.- ,. S 2 5. 6. 7. 8. • 9. 10. 11. 12. 13. 14. 15. • % of species OBL, FACW and/or FAC: Hydrophytic vegetation criteria ntetaes>No Marginal Comments: SOILS Mapped Soil Series: (9I """ On Ilydric Soils List?: Yes�1� Drainage Class: (‘'1 Depth(0 in) Matrix color Mottle color Texture in. /0-1/2 Z/, in. in. • in. • Indicators present:_histosol,_histic'epipedon, sulfidic odor, aquic moisture regime,_reducing conditions, gleying, concretions high surficial organic content, organic streaking, X mottling Hydric soil criteria met: & No Basis: Comments: HYDROLOGY /''?�� Inundated:�N Depth of Standing water: / Saturated:?N Depth-to saturated soil: y Indicators present: inundated, saturated upper 12",_water marks, drift lines,_sediment deposits _drainage patterns,_oxidized rhizospheres,_water stained leaves Wetland hydrology criteria wet: No Basis: Comments: • SUMMARY OF CRI'l' ?,1A Ilydrophytic vegetation /N Ilydric soils:6AN etland hydrology • /N Data point meets the criteria (f a jurisdictiouul wetland?:��1'e No COMMENTS: • • • t ik:ed/dataRldoc WETLAND DETERMINATION DATA FORM- • (US A»ny Coups of Engineers Wetlands Delineation Manual, January 1987) B-TWELVE ASSOCIATES, INC. . Project:• /Lit Re) T --k Job#: 96.13O Investigator: Ed Sewall Date: 4-2-`9' 94 Jurisdiction: Tz 4-.1"--- State: t•-,4- Sample Point 11: DP# 3 Wetland: e&i, "{= P,- • Atypical areas analysis: 74, ./-) ,-.oa-A F,I/ Problem areas analysis: VEGETATION Douninant,plant species Stratum Indicator ' Coverage % 1. 4,,f1,,,x,,_,f'A 0,10,.,f,-, /i FA--6t/ 2. . TA,. c, ocr,2, - /T P I t/ 3. — 4. ' 5. 6. 7. 8. 9. • 10. . I1. 12. 13'. , 14. 15. % of species OBL, FACW and/or FAC: /1' ' Hydrophilic vegetation criteria met: Yes(NQ5Mareinal • Comments: SOILS Mapped Soil Series: f"/ a`•.--...-b1 On tlydric Soils List?: Yes Co Drainage Class: P W� Depth(0 in) Matrix color Mottle color Texture 8 in. /0%2 Z// 71.3 c /.,7 law, l G in. I /vy/t :!:,/3 y ,J /o I sue-,/ in. C in. I Indicatorspresent:_histosol,_histic epipedon, sulfidic odor,_aquic moisture regime,_reducing conditions, gleyin ,_concretions,_high surficial organic content _organic streaking, mottling Hydric soil criteria met: Yes No• Basis: r:9,s) 1,,J • Comments: HYDROLOGY Inundated: Y/I • Depth of Standing water: . Saturated: Y/N Depth to saturated soil: S"r}'Y Indicators present:_inundated,_saturated upper 12", water marks, drift lines,_sediment deposits _drainage patterns, oxidized rhj °spheres, water stained leaves Wetland hydrology criteria met:,(Y.e. No Basis: Comments: • • SUMMARY OF CRITE IA Ilydrophytic vegetation: (%f . I lydric soils: Y/N Wetland hydrology:t 'N Data point meets the criteria of a jurisdictional metland?:(YeNo. • COMMENTS: • File:eJ/dataa1.doc , • • WETLAND DETERMINATION DATA FORM (US Army Corns of Engineers Wetlands Delineation Manual, January 1987) B-TWELVE ASSOCIATES, INC. Project: • / . /Li,* Job#: 9(;-t 3 D Investigator: Ed Sewall Date: 4'z 1 f`t G Jurisdiction: State: e,iA- Sample Point#:_DP# 2— Wetland: 4- Atypical areas analysis: /4.,0 Problem areas analysis: A.id VEGETATION Dominant plant species Stratum Indicator Coverage % 2. Sr ptC c..II Aaf 4,4 t S /L.4-c 3. S. I I �� 7 J"ij G. t,J �d 4. ?ham •f J AC L`/ Zo 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. % of species OBL, FACW and/or FAC: Hydrophytic vegetation criteria,net: es No Marginal Comments: SOILS Mapped Soil Series: fl-7 On.ilydric Soils List?: Yes(No) Drainage Class: M trA Depth(0 in) Matrix color Mottle color Te .ture /G in'. /r/ z/t r S c l in. in. • in. Indicators present:_histosol, histic epipedon, sulfidic odor,_aquic moisture regime, reducing conditions, gleying,_concretions high surficial organic content, organic streaking, X mottling Hydric soil criteria met: Ye No Basis: Continents: IIYDROLOGY /� .i Inundated: Y/lQ Depth of Standing water: Saturated: Yy I Depth to saturated soil: Indicators present: inundated, .xsaturated upper 12",_water marks, drift lines,_sediment deposits drainage patterns,_oxidized r izospheres,_water stained leaves Wetland hydrology criteria met: No Basis: • Comments: SUMMARY OF CRITERIA Iydrophytic vegetation: 'N Ilydric soils:MN etland hydrology/N Data point meets the criteria of a jurisdictiouiil wetland?: �' No COMMENTS: • T'de:uUdatag/.duc • • WETLAND DETERMINATION DATA FORM (US Army Corps of Engineers Wetlands Delineation Manual, Janua,y 1987) B-TWELVE ASSOCIATES, INC. Project]: • 7ti1(0Q)- Job#: Jfo-/30 Investigator: Ed Sewall Date: 1-z ?- 9G Jurisdiction: I "-a State: WA Sample Point 11: DP#-1 Wetland: Atypical areas analysis: /moo Problei11 areas analysis: tau VEGETATION Dominant plant species Stratum Indicator Coverage % 1. 241.,-c,-L� re -.vS r__. F=AI c ., 4r-t: ., r,i, S 2. , 3. s/e.e c, ; (.,041. rl- I A r 4. � �;�{�+� o, ,.�..5.. � Ae: 5. 6. 7. 8. 9. h • 10. 11. 12. 13. I' • 14. 15. % of species OBL, FACW and/or FAC: /UU Hydrophytic'vegetation criteria met�es)Io Marginal Comments: SOILS J Mapped Soil Series: ���` `�� On II dric Soils List?: Yes t.✓� y �� Drainage Class: /� Depth(0 in) Matrix coloc Mottle color Texture /G in. y 4/z. 1c S s c /.y - /oh-.. in._ in. • in. • Indicators present:_histosol, histic epipedon, sultidic odor, mule moisture regime, reducing conditions, __gleying, concretions high surficial organic content, Organic streaking, ,c mottling Hydric sciil criteria met: No Basis: Comments: HYDROLOG Inundated:.Y Depth of Standingwater: Saturate 1 , 1? �N Depth to saturated soil: 5' �-C Indicators present: inundated, ksaturated upper 12", water marks, drift lines,_sediment deposits _drainage patterns, oxidized rhjzospheres,_water stained leaves Wetland hydrology criteria 1net.(' No Basis: • Comments: • • SUMMARY OF CRITE IA Hydrophytic vegetation-MN ,I lydric soilso9N. etland hydrology '/N Data point meets the criteria of a jurisdictional wetland?: e No CONI111ENTS: I _ t"ilr.uVdata87.doc • • • WETLAND DETERMINATION DATA FORM (US Amy Cates of Engineers Wetlands Delineation Manual, Jammu 1987) B-TWELVE ASSOCIATES, INC. Project: • l., jL�� t••r',/^' it Job#: 9G-13 0 Investigator: Ed Sewall Date: 4-2- I t; Jurisdiction: (a ' '-' State: L✓xi- Sample Point 11: DP# S Wetland: Atypical areas analysis: ,- Problem areas analysis: nic VEGETATION Dominant plant species�I Stratum Indicator Coverage % 1. F"r.x,:.vs (e I, i��+e % FA-(1,-; • 2. 6 t ,,i ,_ !. /> F�c.•./ 3. 4. • 5. 6. 7. 8. 9. . 10. 11. 12. • 13. 14. 15. % of species OBL, FACW and/or FAC: •` U Hydrophytic vegetation criteria meta) No Marginal Comments: - SOILS Mapped Soil Series: /.'144 o 4•40 On Hydric Soils List?: Yes iN j Drainage Class: M WTED Depth(0 in) Matrix color Mottle color Texture Din. /0'yre. z// '- l'/, , in. ?. Y 4/?.. '1 5 in. in. Indicators present: histosol,_histic epipedon, sulfidic odor,_aquic moisture regime,_reducing conditions, _gleying,_concretions,•high surficial organic content, organic streaking, Xmottling • Hydric soil criteria met:(y..9 No Basis: Comments: IIYDROLY / • • Inundated(Ykl Depth of Standing water: I Saturated:(Y)N, Depth to saturated soil: S•,�C� L Indicators present:X inundated,-- saturated upper 12",_wmiter marks, drift lines, sediment deposits _drainage patterns,_oxidized r ii °spheres, water stained leaves . Wetland hydrology criteria met: 'Yes No Basis: Comments: SUMMARY OF CRl'I'FL IA Hydrophytic vegetation(YJ'N liydric soilssoils6)1 Ami,etland hydrolog /N Data point meets the criteria of a jurisdictional wetland?: orNo COMMENTS: • t•ae:ed/datag7.doc • • WETLAND .DETERMINATION DATA FORM (US Army Corns of Engineers Wetlands Delineation Manual, Janua►y 1987) B-TWELVE ASSOCIATES, INC. Project:1• T.. {L i.. "r JGL.. Job#: et c 13 0 Investigator: Ed Sewall Date: -21 �9 6 Jurisdiction: State: I,'A Sample Point f: DP# 6 Wetland: Atypical areas analysis: /14 ProblemII areas analysis: /14) VEGETATION • Dominant plant species Stratum Indicator Coverage % 1. TC„6,5 '- ( A:. • 2. 1r • f'/0e. 3. 4. • 5. 6. 7. • 8. 9. 10. 11. 12. 13. 14. • 15. % of species OBL, FACW and/or FAC: d Hydrophytic vegetation criteria met: Yes N Mareinal Comments: SOILS n pp � • Mapped Soil Series: , " `', On Hydric Soils List?: Yes(N0 Drainage Class: I"�kip Depth(0 in) Matrix color Mottle color Texture /(pin. /072 2,44 qs �-- in. f ' in. • in. Indicators present:_histosol,_histic epipedoti,_sulfidic odor,_aquic moisture regime,_reducing conditions, _ _gleying,_concretions,_highn surfrcial organic content,_organic streaking, mottling Hydric soil criteria met: Yes 6')' Basis: Comments: HYDROLOGY • Inundated Y¢lp Depth of Standing water: • Saturated: Ya Depth to saturated soil: Indicators present:_inundated,_saturated upper 12", water marks, drift lines,_sediment deposits _drainage patterns,_oxidized rhizosphe`res,_water stained leaves Wetland hydrology criteria stet: Yes 1n Basis: Comments: • SUMMARY OF CRITERIA Hydrophytic vegetation: YIN flydric soils: YOD W I hydrology: Il) Data point meets the criteria of a jurisdictional wetland?: Yes Ni) COMMENTS: • • }ik:cdldata$7.doc • SEPA RULES WAC 197-11-970 Determination of nonsignificance (DNS). • DETERMINATION OF NONSIGNIFICANCE Description of proposal: TO CONSTRUCT APPROXIMATELY 1,930 L.F. OF 8-INCH GRAVITY SANITARY SEWER MAIN EXTENSION,WITH ASSOCIATED APPURTENANCES TO PROVIDE GRAVITY SANITARY SEWER SERVICE TO THE "O'CONNOR PLAT", A SINGLE FAMILY RESIDENTIAL SUBDIVISION. ALSO INCLUDED IS TEMPORARY EROSION CONTROL FACILITIES. Proponent: SOOS CREEK WATER & SEWER DISTRICT Location of proposal, including street address, if any: BEGINNING AT TALBOT ROAD SOUTH (96TH AVENUE SOUTH)/SOUTH 172ND STREET IN THE SOUTHEAST QUARTER OF SECTION 30, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, THEN NORTHERLY AND EASTERLY TO THE PROPOSED O'CONNOR PLAT (1 00' EAST OF 1 01 ST PLACE SOUTHEAST IF EXTENDED) IN THE SOUTHWEST QUARTER OF SECTION 29, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. Lead agency: SOOS CREEK WATER & SEWER DISTRICT The lead agency for this proposal has determined that it does not have a probable significant adverse impact on the environment. An environmental impact statement (EIS) is not required under RCW 43.21C.030(2)(c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. [ ] There is no comment period for this DNS. [X] This DNS is issued under 197-11-340(2); the lead agency will not act on this proposal for 15 days from the date below. Comments must be submitted by AUGUST 2, 1996. Responsible Official: MR. RON SPEER Position/Title: DISTRICT MANAGER Phone: (206) 630-9900 Address: P.O. BOX 58039, 14616 SE 192ND STREET, RENTON, WA__980 8-1039 Date: JULY 17, 1996 Signature:• (OPTIONAL) [_] You may appeal this determination to (name) at (location) no later than (date) by (method) You should be prepared to make specific factual objections. Contact to read or ask about the procedures for SEPA appeals. [X] There is no agency appeal. RECEIVED ,ESP 2 7 1996 F:\04\668\docs\SEPA CHK.LST-July 17,1996 1 DEVELOPMENT PLANNING CITY OF RENTON ENVIRONMENTAL CHECKLIST Purpose of Checklist: The State Environmental Policy Act (SEPA), chapter 43.21 C RCW, requires all governmen- tal agencies to consider the environmental impacts of a proposal before making decisions. An environmental impact statement (EIS) must be prepared for all proposals with probable signifi- cant adverse impacts on the quality of the environment. The purpose of this checklist is to provide information to help you and the agency identify impacts from your proposal (and to reduce or avoid impacts from the proposal, if it can be done) and to help the agency decide whether an EIS is required. Instructions for Applicants: This environmental checklist asks you to describe some basic information about your proposal. Governmental agencies use this checklist to determine whether the environmental impacts of your proposal are significant. Requiring preparation of an EIS. Answer the questions briefly, with the most precise information known, or give the best description you can. You must answer each,question accurately and carefully, to the best of your knowledge. In most cases, you should be able to answer the questions from your own observations or project plans without the need to hire experts. If you really do not know the answer, or if a question does not apply to your proposal, write "do not know" or "does not apply." Complete answers to the questions now may avoid unnecessary delays later. Some questions ask about governmental regulations, such as zoning, shoreline, and land- mark designations. Answer these questions if you can. If you have problems, the governmental agencies can assist you.The checklist questions apply to all parts of your proposal, even if you plan to do them over a period of time or on different parcels of land. Attach any additional information that will help describe your proposal or its environmental effects. The agency to which you submit this checklist may ask you to explain your answers to provide additional information reasonably related to determining if there may be significant adverse impact. Use of Checklist for Nonproject Proposals: Complete this checklist for nonproject proposals, even though questions may be answered "does not apply." IN ADDITION, complete the SUPPLEMENTAL SHEET FOR NONPROJECT ACTIONS (part D). For nonproject actions, the references in the checklist to the words "project," "applicant," and "property or site" should be read-as "proposal," and "affected geographic area," respective- ly. F:\041688\docs\SEPA_CHKIST-July 17,1998 2 A. BACKGROUND 1 . Name of proposed project, if applicable: TALBOT HILL TRUNK SEWER EXTENSION, CONTRACT NO. 1-96S. 2. Name of applicant: SOOS CREEK WATER & SEWER DISTRICT • 3. Address and phone number of applicant and contact person: RON SPEER, DISTRICT MANAGER 14616 SE 192ND STREET RENTON; WA 98058 (206) 630-9900 4. Date checklist prepared: JULY 17, 1996 - 5. Agency requesting checklist: CITY OF RENTON KING COUNTY DEPARTMENT OF NATURAL RESOURCES-WATER POLLUTION CONTROL DIVISION MUCKLESHOOT INDIAN TRIBE FISHERIES DEPARTMENT WASHINGTON'STATE DEPARTMENT OF ECOLOGY 6. Proposed timing or schedule (including phasing, if applicable): ' FINAL DESIGN PLANS SHOULD BE COMPLETED IN SUMMER OF 1996. CONSTRUCTION MAY BEGIN IN SUMMER/FALL OF 1996. THE ENTIRE PROJECT SHOULD BE COMPLETED IN 1996. 7. Do you have any plans for future additions, expansion, or further activity related to, or connected with, this proposal? If yes, explain. FUTURE GRAVITY SANITARY SEWER SERVICE WILL BE AVAILABLE TO PROPERTIES IN THE IMMEDIATE VICINITY UPON COMPLETION OF THIS PROJECT. THIS FUTURE SERVICE IS SUBJECT TO CITY OF RENTON PLANNING AND ZONING FOR THE AREA. . 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. A "DRAFT" WETLAND ANALYSIS REPORT HAS BEEN PREPARED BY B-TWELVE ASSOCIATES DATED JUNE 1996. 9. Do you know whether applications are pending for governmental approvals of other propos- als directly affecting the property covered by your proposal? If yes, explain. THE "O'CONNOR PLAT" IS CURRENTLY UNDER CITY OF RENTON REVIEW AND IS SUBJECT TO APPROVAL IN SUMMER 1996. F:\04\888\docs\SEPA_CHK.LST-July 17,1998 3 10. List any government approvals or permits that will be needed for your proposal, if known. CITY OF RENTON LAND CLEARING PERMIT CITY OF RENTON WETLAND VARIANCE CITY OF RENTON RIGHT-OF-WAY CONSTRUCTION PERMIT KING COUNTY DEPARTMENT OF NATURAL RESOURCES-WATER POLLUTION CONTROL DIVISION APPROVAL WAHINGTON STATE DEPARTMENT OF ECOLOGY APPROVAL 11 . Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this) page. (Lead agencies may modify this form to include additional specific information on project description.) THE', PROJECT CONSISTS OF CONSTRUCTION OF APPROXIMATELY 1 ,930 L.F. OF 8-INCH GRAVITY SANITARY SEWER MAIN EXTENSION, APPROXIMATELY 7 SANITARY SEWER MANHOLES AND ASSOCIATED APPURTENANCES TO PROVIDE GRAVITY SANITARY SEWER SERVICE TO THE "O'CONNOR PLAT", A SINGLE FAMILY RESIDENTIAL SUBDIVISION. ALSO INCLUDED IS TEMPORARY EROSION CONTROL i FACILITIES. 12. Loc1ation of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, and section, township, and range, if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topo- graphic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any appli- cations related to this checklist. THIS PROJECT BEGINS AT TALBOT ROAD SOUTH (96TH AVENUE SOUTH)/SOUTH 172ND STREET IN THE SOUTHEAST QUARTER OF SECTION 30, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING-COUNTY, WASHINGTON, THEN EXTENDS NORTHERLY AND EASTERLY TO THE PROPOSED O'CONNOR PLAT (1 00' EASLF OF 1 01 ST PLACE SOUTHEAST IF EXTENDED) IN THE SOUTHWEST QUARTER OF SECTION 29, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. F:\04\668\docs\SEPA CHK.LST-July 17,1996 4 SEPA Rules Part Eleven---197-1 1-960 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY B. ENVIRONMENTAL ELEMENTS 1. EARTH a. General description of the site (circle one): Flat, rolling, (hilly), steep slopes, mountainous, other. b. What is the steepest slope on the site (approximate percent slope)? GENERALLY 15% IS THE STEEPEST. THE SITE CONTINUALLY SLOPES UP TO THE EAST FROM TALBOT ROAD. c. What general types of soils are found on the site (for example, clay, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any prime farmland. AGC - ALDERWOOD GRAVELLY SANDY LOAM, 6 - 15% SLOPES. d. Are the surface indications or history of unstable soils in the immediate vicinity? If so, describe. NO. e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. APPROXIMATELY 2,000-2,100 CUBIC YARDS OF NATIVE MATERIAL WILL BE TRENCH EXCAVATED TO ALLOW THE GRAVITY SEWER MAIN AND ASSOCIATED APPURTENANCES TO BE CONSTRUCTED. APPROXIMATELY 1,800 CUBIC YARDS OF THAT NATIVE MATERIAL WILL BE USED AS TRENCH BACKFILL TOGETHER WITH ABOUT 200 CUBIC YARDS OF IMPORTED TRENCH BACKFILL FROM A LOCAL SUPPLIER. f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. SLIGHT EROSION COULD OCCUR BUT WILL BE CONTROLLED DURING EXCAVATION ACTIVITIES. EROSION CONTROL MEASURES WILL BE UTILIZED IN AREAS OF POTENTIAL EROSION. F:\04\668\docs\SEPA CHK.LST-July 17,1996 5 EVALUATION FOR AGENCY USE ONLY g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or build- ings)? NO INCREASE OF IMPERVIOUS SURFACES WILL RESULT FROM THE PROJECT. h. Proposed measures to reduce or control erosion, or other im- pacts to the earth, if any: AN EROSION AND SEDIMENTATION CONTROL PLAN MAY BE PREPARED FOR THIS PROJECT. THIS MAY INCLUDE: EXISTING DRAINAGE STRUCTURE PROTECTION, SILT FENCE INSTALLATION AND A DEWATERING FACILITY. NATIVE MATERIALS WILL BE RETURNED TO THE TRENCH AS BACKFILL WIRE FEASIBLE. THE EXISTING SURFACES WILL BE REPAVED, REGRAVELLED, SEEDED •AND/OR REVEGETATED AS REQUIRED BY EASEMENTS AND PERMITS. 2. AIR' a. What types of emissions to the air would result from the propos- al (i.e., dust, automobile, odors, industrial wood smoke) during construction and when the project is completed? If any, general- ly describe and give approximate quantities, if known. i DUST AND STANDARD EMISSIONS FROM CONSTRUCTION EQUIPMENT DURING CONSTRUCTION. b. Are`'there any off-site sources of emissions or odor that may affect your proposal? If so, generally describe. NO. c. Pro osed measures to reduce or control emissions or other im- pacits to air, if any. STANDARD EMISSION CONTROLS FOR CONSTRUCTION EQUIPMENT AND DUST CONTROL MEASURES, AS REQUIRED, WILL BE UTILIZED. F:\04\668\docs1SEPA_CHKIST-July 17,1996 6 EVALUATION FOR AGENCY USE ONLY 3. WATER a. Surface 1) Is there any surface water body on or in the immediate vicinity of the site (including year-round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, de- scribe type and provide names. If appropriate, state what stream or river it flows into. YES. THERE ARE FIVE WETLANDS ALONG THE PROPOSED PROJECT: THESE WETLANDS ARE CLASSIFIED ACCORDING TO CITY OF RENTON ORDINANCE NO. 4346 (CHAPTER 22 WETLAND' MANAGEMENT) DATED MARCH 9, 1992. A "DRAFT" WETLAND ANALYSIS REPORT BY B-TWELVE ASSOCIATES DATED JUNE 1996 DETAILS EACH OF THEM. 1) WETLAND "A" IS A LARGE; FORESTED, CATEGORY 2 OR 3 WETLAND. 2) WETLAND "B" IS A SMALL, DISTURBED, HYDROLOGICALLY ISOLATED FORESTED, CATEGORY 3 WETLAND . 3) WETLAND "C„ IS A FORESTED, MINIMALLY DISTURBED, CATEGORY 2 WETLAND . . 4) WETLAND "D" IS AN ISOLATED, CATEGORY 3, 1429 FT2 SCRUB-SHRUB WETLAND THAT APPEARS TO HAVE SOME SOIL DISTURBANCE AND MINOR CLEARING. - 5) WETLAND "F" IS A SMALL, HYDROLOGICALLY ISOLATED EXCAVATED. POND THAT HAS DEVELOPED INTO A CATEGORY 3 WETLAND OVER TIME. WETLANDS "A", "B" AND "C" ARE 'CLASSIFIED AS PPFO 1 E (PALUSTRINE, FORESTED, DECIDUOUS, SEASONALLY FLOODED/ SATURATED) IN ACCORDANCE TO THE U.S. FISH AND WILDLIFE (USFWS) CLASSIFICATION METHOD. WETLANDS "D" AND "F ARE CLASSIFIED AS PSS1 C. (PALUSTRINE, SCRUB-SHRUB, DECIDUOUS, SEASONALLY FLOODED). DUE TO A CATEGORY 3 CLASSIFICATION AND A SIZE OF LESS THAN 5,000 FT2, WETLANDS ".D" AND "F" ARE NON-REGULATED WETLANDS. 2) Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please de • - scribe and attach available plans. YES. APPROXIMATELY 730 LINEAL FEET OF THE PROJECT IS THROUGH OR ADJACENT TO THE WETLANDS DESCRIBED IN 3A.1 ABOVE. P � F:\041668\docs\SEPA_CHICI.ST-July 17,1996 7 EVALUATION FOR • AGENCY USE ONLY 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indi- cate the source of fill material. APPROXIMATELY 470 CUBIC YARDS OF TRENCH EXCAVATION WILL OCCUR WITHIN THE WETLANDS DESCRIBED IN 3A.1 ABOVE. 4) Will the proposal require surface water withdrawals or diver- sions? Give general description, purpose, and approximate quantities, if known. NO. 5) Does the proposal lie within a 100-year floodplain? If so, note location on the site plan. NO. 6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. NO. b. Ground: 1) ; Will ground water be withdrawn, or will water be dis- ' charged to ground water? Give general description, pur- pose, and approximate quantities, if known. GROUND WATER WILL BE WITHDRAWN IF NECESSARY TO DEWATER THE GROUND WHERE THE PIPE INSTALLATION IS AT OR BELOW THE j WATER TABLE. THE WITHDRAWN WATER (QUANTITY UNKNOWN) WOULD BE ROUTED THROUGH A SEDIMENTATION/DEWATERING FACILITY TO REMOVE EXCESS SEDIMENT AND THEN WOULD LEAVE THE SITE VIA THE EXISTING NATURAL DRAINAGE COURSE OR THE EXISTING STORM DRAINAGE SYSTEM. F:\04\668\docs\SEPA_CHKIST-July 17,1996 8 • EVALUATION FOR AGENCY USE ONLY 2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for exam- ple: Domestic sewage: industrial, containing the following chemicals ... ; agricultural; etc.). Describe the general size • of the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve. NOT APPLICABLE. • c. Water Runoff (including storm water): 1) Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow into other waters? If so, describe. NO ADDITIONAL RUNOFF WILL RESULT FROM THE PROJECT AND DISTURBED AREAS WILL BE RESTORED AS CLOSE AS POSSIBLE TO THEIR EXISTING CONDITION THUS UTILIZING EXISTING NATURAL DRAINAGE COURSES. 2) Could waste materials enter ground or surface waters? If so, generally describe. NO. d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any: - • TEMPORARY EROSION & SEDIMENTATION CONTROL FACILITIES MAY BE UTILIZED. • • . F:\0416138\docs\SEPA_CHKIST-July 17,1996 9 • EVALUATION FOR AGENCY USE ONLY 4. PLANTS a. Check or circle types of vegetation found on the site: i X deciduous tree: (alder), (maple), aspen, other:(ash, black cottonwood) X evergreen tree: (fir), cedar, pine, other ( X shrubs: (indian plum), (himalayan blackberry), (snowberry), (stinging nettle), (pacific willow), (creeping blackberry), (sitka willow) X grass pasture crop or grain X wet soil plants: cattail, (buttercup), bulrush, skunk cabbage, other (dock, nightshade, hedge nettle) X• water plants: water lily, eelgrass, milfoil, other (lady fern, field horsetail, manna grass, bent grass, smart weed) other types of vegetation b. Wheat kind and amount of vegetation will be removed or altered? APPROXIMATELY 39,000 SQUARE FEET OF EXISTING GRASS AND SHRUB AREA INCLUDING APPROXIMATELY 15-25 TREES WILL BE REMOVED FOR THE PIPE INSTALLATION. c. List threatened or endangered species known to be on or near the site. NONE KNOWN. d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: AREAS OF DISTURBED VEGETATION WILL BE RESTORED AS CLOSE AS POSSIBLE TO THEIR EXISTING CONDITION, INCLUDING SOME SHRUB AND GRASS REPLACEMENT WITHIN THE UTILITY CORRIDOR, BASED UPON PRECONSTRUCTION PHOTOGRAPHS OF THE PROJECT. • F:\04\668\docsASEPA -July 17,1998 1 0 EVALUATION FOR AGENCY USE ONLY 5. ANIMALS a. Circle any birds and animals that have been observed on or near the site or are known to be on or near the site: birds: (hawk), heron, eagle, (songbirds), other ( ) mammals: deer, bear, elk, beaver, other (squirrel, mice) fish: bass, salmon, trout, herring, shellfish, other ( ) b. List any threatened or endangered species known to be on or near the site. NONE KNOWN. C. Is the site part of a migration route? If so, explain. V NONE KNOWN. d. Proposed measures to preserve or enhance wildlife, if any: • SEE SECTION 4.D ABOVE. 6. ENERGY AND NATURAL RESOURCES a. What kinds of energy (electric, natural gas, oil,-wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufac- turing, etc. PETROLEUM PRODUCTS WILL BE USED BY STANDARD CONSTRUCTION MACHINERY DURING CONSTRUCTION. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. _ DOES NOT APPLY. • c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: V DOES NOT APPLY. F:\04\668\docs\SEPA_CHK.LST-July.17,1996 11 EVALUATION FOR , AGENCY USE ONLY 7. ENVIRONMENTAL HEALTH a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so, de- scribe. 1) Describe special emergency services that might be required. DOES NOT APPLY. 2) Proposed measures to reduce or control environmental health hazards, if any: DOES NOT APPLY. b. Noise I , 1) What types of noise exist in the area that may affect your project (for example: traffic, equipment, operation, other)? NONE.KNOWN. 2) What types and levels of noise would be created by, or associated with, the project on a short-term or long-term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. TYPICAL CONSTRUCTION EQUIPMENT NOISE WILL BE GENERATED DURING REGULAR WORKING HOURS ONLY DURING CONSTRUCTION. 3) Proposed measures to reduce or control noise impacts, if any: CONSTRUCTION EQUIPMENT WILL BE MUFFLED AND SCHEDULES WILL BE LIMITED TO REGULAR WORKING HOURS. I - F:\04\668\docs\SEPA CHK.LST-July 17,1996 1 2 • EVALUATION FOR AGENCY USE ONLY 8. LAND AND SHORELINE USE a. What is the current use of the site and adjacent properties? THE MAJORITY OF THE PROJECT WILL BE CONSTRUCTED ON,VACANT RESIDENTIAL PARCELS. ONE PARCEL IS' AN EXISTING SINGLE FAMILY RESIDENCE. IMMEDIATELY SOUTH AND WEST'OF THE WEST END AND - NORTH OF THE REMAINDER OF THE PROJECT ARE EXISTING SINGLE FAMILY RESIDENTIAL PROPERTIES. ADJACENT PROPERTIES TO THE SOUTH. OF THE PROJECT ARE VACANT RESIDENTIAL. EAST OF THE PROJECT'IS THE PROPOSED "O'CONNOR PLAT". b./ Has the site been used for agriculture? If so, describe. SOME EVIDENCE OF LIVESTOCK GRAZING EXISTS ON THE EAST END OF THE PROJECT. c. Describe any structures on the site. ONE SINGLE FAMILY RESIDENCE EXISTS AT THE WEST END OF THE PROJECT. d. Will any structures be demolished? If so, what? NO. e. What is the current zoning classification of the site? ACCORDING TO THE CITY OF RENTON ZONING MAP ADOPTED FEBRUARY 20, 1995 THE SITE IS LOCATED WITHIN THE R-8 ZONE (RESIDENTIAL, 8 DWELLING UNITS PER ACRE). f. What is the current comprehensive plan designation of the site? ACCORDING TO THE CITY OF RENTON COMPREHENSIVE PLAN LAND USE MAP ADOPTED FEBRUARY 20, 1995, THE PROJECT SITE IS DESIGNATED RESIDENTIAL SINGLE FAMILY. g. If applicable, what is the current shoreline master program desig- nation of the site? • NOT APPLICABLE. • F:\04\668\docs\SEPA CHK.LST-July 17,1996 13 ! EVALUATION FOR , AGENCY USE ONLY h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. A PORTION OF THE WEST END OF THE PROJECT LIES WITHIN A COAL MINE HAZARD AREA (SPRING GLEN COAL MINE), ACCORDING TO THE KING ' COUNTY SENSITIVE AREAS FOLIO DATED DECEMBER 1990. i. Approximately how many people would reside or work in the completed project? NONE. j. Approximately how many people would the completed project displace? NONE. k. Proposed measures to avoid or reduce displacement impacts, if any: DOS NOT APPLY. 1 I. Prop osed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: THE' PROJECT IS COMPATIBLE WITH THE CITY OF RENTON COMPREHENSIVEL PLAN ADOPTED FEBRUARY 20, 1 995 AND THE SOOS CREEK WATER & SEWER DISTRICT 1987 COMPREHENSIVE SEWERAGE l PLAN BY PROVIDING GRAVITY SANITARY SEWER CONVEYANCE IN AN URBAN AREA. 9. HOUSING a. Approximately how many units would be provided, if any? Indi- cate whether high, middle, or low-income housing. DOES NOT APPLY. I / b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low-income housing. • DOES NOT APPLY. t • F:\04\668\docs\SEPA_CHK.LST-July 17,1996 14 • EVALUATION .FOR • AGENCY USE ONLY c. Proposed measures to reduce or control housing impacts, if any: DOES NOT APPLY. 10. AESTHETICS a. What is the tallest height of any proposed structure(s), not in- cluding antennas: what is the principal exterior building materi- al(s) proposed? THE ENTIRE PROJECT WILL BE CONSTRUCTED BELOW GRADE. b. What views in the immediate vicinity would be altered or ob- structed? NONE. c. Proposed measures to reduce or control -aesthetic impacts, if any: AREAS OF DISTURBANCE WILL BE RESTORED AS CLOSE AS POSSIBLE TO THEIR EXISTING CONDITION, EXCEPT FOR TREES WITHIN THE UTILITY CORRIDOR, BASED UPON PRECONSTRUCTION PHOTOGRAPHS OF THE PROJECT. • 11 . LIGHT AND GLARE a. What type of light or glare will the proposal produce? What time of day would it mainly occur? NONE. b. Could light or glare from the finished project be a safety hazard or interfere with views? DOES NOT-APPLY. c. What existing off-site sources of light or glare may affect your proposal? NONE. F:\04\888\docs\SEPA_CHK.LST-July 17,1996 15 EVALUATION FOR AGENCY USE ONLY d. Proposed measures to reduce or control light and glare impacts, if any: DOES NOT APPLY. 12. RECREATION a. What designated and informal recreational opportunities are in the immediate vicinity? THERE ARE THREE CITY OF RENTON PARKS APPROXIMATELY %z TO 3/4 MILES NORTH: THOMAS TEASDALE PARK, TALBOT HILL PARK AND LOWER TALBOT HILL PARK PROVIDING RECREATION. b. Would the proposed project displace any existing recreational use'? If so, describe. NO.l c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: DOES NOT APPLY. 13. HISTORIC AND CULTURAL PRESERVATION a. Are'there any places or objects listed on, or proposed for, nation- al, state, or local preservation registers known to be on or next to the site? If so, generally describe. NONE KNOWN. •b. Generally describe any landmarks or evidence of historic, archae- ological, scientific, or cultural importance known to be on or next to the site. NONE KNOWN. c. Proposed measures to reduce or control impacts, if any: DOES NOT APPLY. . • F:\04\668\docs\SEPA_CHK.LST-July 17,1996 1 6 EVALUATION FOR AGENCY USE ONLY 14. TRANSPORTATION a. Identify public streets and highways serving the site, and de- scribe proposed access to the existing street system. Show on • - site plans, if any. THE PROJECT BEGINS ADJACENT TO TALBOT ROAD SOUTH (96TH AVENUE SOUTH) A NORTH-SOUTH ARTERIAL AND ENDS NEAR 101 ST PLACE SE (IF EXTENDED). SR 515 (JUST EAST OF PROJECT) AND SR 167 (APPROXIMATELY % WEST) ARE NORTH-SOUTH HIGHWAYS AND I- 405 IS APPROXIMATELY 1 %2 MILES NORTH. b. Is site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? NO. THE NEAREST METRO "COMMUTER STOP", ROUTE 169, LIES AT THE INTERSECTION OF TALBOT ROAD SOUTH AND SOUTH 169TH PLACE. IT PROVIDES SERVICE BETWEEN SOUTH RENTON AND KENT. c. How many parking spaces would the completed project have? • How many would the project eliminate? NONE. d. Will the proposal require any new roads or streets, or improve- ments to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private). • NO NEW ROADS WILL BE REQUIRED. e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. NO: f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. NONE. g. Proposed measured to reduce or control transportation impacts, if any: DOES NOT APPLY. F:\04\888\docs\SEPA CHK.LST-July 17,1996 17 EVALUATION FOR AGENCY USE ONLY • 15. PUBLIC SERVICES a. Would the project result in an increased need for public services (for'example: fire protection, police protection, health care, schools, other)? If so, generally describe. NO. b. Proposed measures to reduce or control direct impacts on public services, if any. DOES NOT APPLY. 16. UTILITIES a. Circle utilities currently available at the site: (electricity), (natural gas), (water), (refuse service), (telephone), sanitary sewer, (septic system), other. b. Describe the utilities that are proposed for the project, the utility providing the service, and the general construction activities on the site or in the immediate vicinity that might be needed. AN EIGHT-INCH GRAVITY SANITARY SEWER LINE (SODS CREEK WATER & SEWER DISTRICT) WILL BE CONSTRUCTED ON PRIVATE PROPERTY WITH CONVENTIONAL TRENCHING METHODS. • C. SIGNATURE The above answers are true and complete to the best of my knowledge. I understand that the lead agency is relying on them to make its decision. Signature: L/2 Date Submitted: /?%`'/L / F:\04\668\docs\SEPA_CHK.LST-July 17,1996 1 8 I ' I, PIa','in_ D,;ie: 07/15/96 09,11 on User: VANwECHE Version: 12_c3 File Name: F,\04\668\DwGS\SEPA-CVR ti t. j i ——__(S 3AV H188) S OV.0 lOBIVl 0 I • % co) O i / RI 1 I / u co / p % I v e6rH Imo,I AVE 8 T1 e D I I O c m 1 0 a 1 e 0 el S IS \.FPI i i 0 ill � 1 • I \ ro l s. 9. J .y II E 0 H q\ .`J f. N I C C \\ ,n 0 l z z. - u, II 1 m II 7 . . I II C Lim m N I I Ilai I 1 Z. o l .1 1 - " ! u ,f X ,0 0 Fu . , i. E I fOh: m • O'CONNOR E _ n \yJ l G,,, tr sq�' c0 ` D72 • 0 seTM AVE s �� Z� �� Q Z I/1 ,oeTM AVE SE _ 1 laal ig . . m -< [ E ; rjrill: Iw l l- Evi ,-_ T _V r• DI IL- V ~ 116M AK _SE I II MEIN _N ,„_1" I sE onE sE�I14 IIiI ! AiYFEems.1 Ik1JUUL N AVE SE I ii4.1111V) a I a �E SE p A )n 9S -, k - o �J iicilth0 • 1 m SOOS CREEK WATER & SEWER DISTRICT Hedges & Roth Engineering, Inc. O -I so CONTRACT NO. 1-96S 8c CONSULTING ENGINEERS • PLANNERS • SURVEYORS ....I. BELLEVUE, WASHINGTON (206)809-9448 (206)882-7426 1-800-835-0292 TALBOT HILL TRUNK DATE APPROVED DESIGN DRAWN CHECKED OVERALL PLAN VIEW TWI JOB NO. SCALE DES.FLD•BK. CST.FLD.BK. 04-888 HOR IZ.AS NOTED No. NO.•-a NO BY DATE DESCRIPTION -VERT. PG. PG. REVISIONS o M `� P LI Filed for Record Easement No.: 30-23-5-S1003R at the request of SOOS CREEK WATER Project: TALBOT HILL TRUNK AND SEWER DISTRICT CONTRACT NO. 1-96S 14616 S.E. 192nd Street Renton, Washington 98058 ROBERT D. & E. JANE SPEER 21286 Feather Ridge Lane NE Poulsbo, WA 98370 AGREEMENT FOR EASEMENT THIS AGREEMENT, made this day of , 19 , by and between SOOS CREEK WATER AND SEWER DISTRICT, a Municipal Corporation of the State of Washington, hereinafter termed the "District", and ROBERT D. &E. JANE SPEER, hereinafter termed the "Grantors", WHEREAS, Grantors are the owners of land at approximately 3360 Talbot Road South, " Renton, Washington, legally described as follows: Lot 2 of King County Short Plat No. 1177127 filed under Recording No. 7803311 125, records of King County, Washington. WHEREAS, the District requires 'an easement for a sanitary sewer line(s) and/or appurtenance(s) across Grantor's property at a location more specifically described hereinbelow; NOW, THEREFORE, in consideration of One Thousand Nine Hundred Ninety Seven Dollars and Ninety One Cents ( $1,997.91) and other good and valuable consideration in hand paid, receipt of which is hereby acknowledged, and in consideration of the performance by the District of the covenants, terms and conditions hereinafter set forth, Grantors hereby . grant, convey and quitclaim to the District the following easement: A strip of land 15.00-feet wide lying 7.50 feet on each side of the following described centerline: Beginning at a point on the West line of the above-described parcel of land lying . 20.00 feet South of. the Northwest corner thereof; Thence Easterly 185.00 feet to a point lying 17.00 feet South of the North line thereof; Thence continuing Easterly 268..0.0 feet to a point lying 11 .00 feet South of the North line thereof; RECEIVED SEP 2 7 1996 f:\04\668\docs\speer.tep-September 11, 1996 PAGE 1 OF 4 DEVELOPMENT PLANNING CITY OF RENTON Easement No.: 30-23-5-S1003R Thence continuing Easterly to a point on the East line of said parcel lying 11 .00 feet South of the Northeast corner thereof and the terminus of this centerline description. Said easement is for the purpose of installing, constructing, operating, maintaining, removing, repairing, replacing and using a sanitary sewer line(s) and appurtenances thereto, as designated above, together with the nonexclusive right to ingress to and egress from said portion of Grantor's property for the foregoing purposes. This easement is granted subject to and conditioned upon the following terms, conditions and covenants which the parties hereby promise to faithfully and fully observe and perform: 1 . COST OF CONSTRUCTION AND MAINTENANCE. The District shall bear and promptly pay all costs and expenses of construction and maintenance of the sanitary sewer line(s). 2. USE OF PROPERTY BY GRANTORS. The Grantors shall retain the right to use the surface of the easement if such use does not interfere with installation or maintenance of the sanitary sewer line(s). Plantings of trees, bushes, large shrubbery, and the construction, installation and maintenance of structures or buildings of a permanent nature, including fences, within the easement area shall be deemed an encroachment upon the District's easement rights, and the Grantor shall be obligated to remove such encroachments at Grantors' expense. Further, the provisions of Paragraph 4 hereof as to restoration shall not apply to any such encroachments in the easement area. 3. THE DISTRICT'S USE AND ACTIVITIES. The District shall, if the real property or easement are disturbed by, the maintenance, removal, repair, or replacement of such facilities, restore the surface of the real property or easement as nearly as possible to the condition in which it existed prior to the commencement of maintenance, removal, repair, or replacement. • 4. RESTORATION. For original construction, the District will restore Grantor's property to a condition as good or better than the premises were prior to entry by the District. Photographs will be taken prior to construction on said property to assure the completeness of restoration. Final restoration will include, but shall not be limited to, sod replacement in existing lawns, hydroseeding in unimproved areas, and replanting of existing shrubs and bushes of the type that do not interfere with the District's use of the easement. Large trees that exist within the permanent easement may be removed during construction unless otherwise noted in this easement document. Fences, rockeries and concrete, asphalt and/or gravel driveways, which do not interfere with the District's use of the easement area, will be repaired or replaced. f:\0416681docs\speer.tep-September 11, 1996 PAGE 2 OF 4 , Easement No.: 30-23-5-S 1003R 5. ATTORNEY'S FEES. In case suit or action is commenced against the Grantors or the successors, heirs or assigns of said Grantors, for removal of an encroachment from this easement, the Grantors hereby promise to pay, in addition to costs provided by statute, such sum as the court may adjudge reasonable as attorney's fees therein. 6. EASEMENT TO BIND SUCCESSORS. This easement is perpetual and shall be a covenant running with the land and shall be binding on the successors, heirs and assigns of both of the parties hereto. 7. EXEMPTION FROM EXCISE TAX. This easement is granted under the threat of eminent domain proceedings by the District, and therefore is exempt from State'Excise Tax. 8. DURATION. This easement is permanent and shall expire only upon agreement of the parties hereto, or their successors and/or assigns. IN WITNESS WHEREOF, we have set our hands and seals this day of , 19 ROBERT D. SPEER E. JANE SPEER STATE OF WASHINGTON) COUNTY OF KING ) ss. On this day of , 19 , before me personally appeared ROBERT D. SPEER and E. JANE SPEER to me known to be the individuals described in and who executed the within and foregoing instrument, and acknowledged said instrument to be the free and voluntary act and deed of said Grantors, for the uses and purposes therein mentioned. WITNESS my hand and official seal hereto affixed the day and year above written. NOTARY PUBLIC in and for the State of Washington, residing at My commission expires: f:\04\668\docs\speer.tep-September 11, 1996 PAGE 3 OF 4 IMH 668-5 0 A I Co I 1 Ei O VI I:NAI VRADUCK MAX L f RAVER NO `2 If. AUURL`... I 0 I .533U IALDO7 R0 �'S1� ��� 3340 FALBOT RD 5 MAX I FRA71FIt li -- ----- RENTON, WA 9MnS5 - ,'3,i RENTON, WA 98055 3340 IA1.110T 1:10811 I HI N1ON. WA 97•10y, A to -t7 i __- MN 668-2 _ _ ll II' 268 ato' 1 ' __ _-__ —___.�2��--- � MH 668-1 13,}- 7.5'TYP. MH 668-3 -_. _. _._ .-. _ _ m r I ei 15 -15' PERM. EASEMENT MH 668-4 �7 30-23-5 _ o I C S1003 loa c._:, 30' TEMP. CONST. PERMIT— NO SITE ADDRESS co co ROBERT D. &E. JANE SPEER to _.13 KAL LEAVv 21286 FEATHER RIDGE LANE NE o N� I 3400 TAL80T RD S POULS80, WA 98370 > * RENTON, WA 98055 • -e In ' PERM. EASEMENT N N I (3S10025) A rr5'TYP. -- -0 � �4 I --I15'TYP. TEMP. CONST. PERMIT n 10 Frl 30-23-5 l I Z I C 51001 > M M �1111�111111�III�� IIP' o D NO SITE ADDRESS • "'I ry T < { TIETH-MING &CHIA-HSIANG CHENC III �p111,, �I it Ur (3 A m SEAT E. AVE.98125 NE I�III IIf�II�IIIIIII� 11510I7WAVE. `VJ IIWIIII v I 0SCALE: 1•=100' m \ S 34TH ST �'EX.MH 6-6 = ' EX.MH 6-13 __. --- - --------._ .--- M 1 1 m I ~1 W I I, CD m I i �I> �i i 3 W Qd Z i i p z O -1 z ODD o W w oD0 o 1 n 1 N N w -1 2 w CT1 Z r V'1 I O r 1 cn • H U) CI -II 70 0 CO CO Z 0 CO Filed for Record Easement No.: 29-23-5-S1030 at the request of SOOS CREEK WATER Project: 'TALBOT HILL TRUNK AND SEWER DISTRICT CONTRACT NO. 1-96S 14616 S.E. 192nd Street Renton, Washington 98058 LAURA GANNON • 16749 Addison Street Encino, California 91436 • AGREEMENT FOR EASEMENT THIS AGREEMENT, made this day of , 1.9 , by and between SOOS CREEK WATER AND SEWER DISTRICT, a" Municipal Corporation of the State of Washington, hereinafter termed the "District", and LAURA GANNON, hereinafter termed the "Grantors", WHEREAS, Grantors are the owners of land at approximately 17200 101st Place SE, Renton, Washington, legally described as follows: The South half of the Northwest quarter of the Southwest quarter of Section 29, Township 23 North, Range 5 East, W.M., in King County, Washington; EXCEPT the North 330 feet; EXCEPT the East 660 feet thereof. WHEREAS, the District requires an easement for a sanitary sewer line(s) and/or appurtenance(s) across Grantor's property at a location more specifically described hereinbelow; NOW, THEREFORE, in consideration of One Hundred Dollars and Zero Cents ($100.00) and other good and valuable consideration in hand paid, receipt of which is hereby acknowledged, and in consideration of the performance by the District of the covenants, terms and conditions hereinafter set forth, 'Grantors hereby grant, convey and quitclaim to the District'the following easement: The West 15.00 feet of the North 25.00 feet of the above-described parcel of land. Said easement is for. the purpose of installing, constructing, operating, -maintaining, removing, repairing, replacing and using a-sanitary sewer line(s) and appurtenances thereto, as designated above, together with the nonexclusive right to ingress to and egress from said portion of Grantor's property for the foregoing purposes. f:\04\668\docs\gannon.tep-September 20, 1996 PAGE 1 OF 4 Easement No.: 29-23-5-S 1030 This easement is granted subject to and conditioned upon the following terms, conditions and covenants which the parties hereby promise to faithfully and fully observe and perform: 1 . COST OF CONSTRUCTION AND MAINTENANCE. The District shall bear and promptly pay all costs and expenses of construction and maintenance of the sanitary sewer line(s). 2. USE OF PROPERTY BY GRANTORS. The Grantors shall retain the right to use the surface of the easement if such use does not interfere with installation or maintenance of the sanitary sewer line(s). Plantings of trees, bushes, large shrubbery, and the construction, installation and maintenance of structures or buildings of a permanent nature, including fences, within the easement area shall be deemed an encroachment upon the District's easement rights, and the Grantor shall be obligated to remove such encroachments at Grantors' expense. Further, the provisions of Paragraph 4 hereof as to restoration shall not apply to any such encroachments in the easement area. 3. THE DISTRICT'S USE AND ACTIVITIES. The District shall, if the real property or easement are disturbed by the maintenance, removal, repair, or replacement of such facilities, restore the surface of the real property or easement as nearly as possible to the condition in which it existed prior to the commencement of maintenance, removal, repair, or replacement. 4. RESTORATION. For original construction, the District will restore Grantor's property to a condition as good or better than the premises were prior to entry by the District. Photographs will be taken prior to construction on said property to assure the completeness of restoration. Final restoration will include, but shall not be limited to, sod replacement in existing lawns, hydroseeding in unimproved areas, and replanting of existing shrubs and bushes of the type that do not interfere with the District's use of the easement. Large trees that exist within the permanent easement may be removed during construction unless otherwise noted in this easement document. Fences, rockeries and concrete, asphalt and/or gravel driveways, which do not interfere with the District's use of the easement area, will be repaired or replaced. 5. ATTORNEY'S FEES. In case suit or action is commenced against the Grantors or the successors, heirs or assigns of said Grantors, for removal of an encroachment from this easement, the Grantors hereby promise to pay, in addition to costs provided by statute, such sum as the court may adjudge reasonable as attorney's fees therein. 6. EASEMENT TO BIND SUCCESSORS. This easement is perpetual and shall be a covenant running with the land and shall be binding on the successors, heirs and assigns of both of the parties hereto. f:\04\668\docs\gannon.tep-September 20, 1996 PAGE 2 OF 4 Easement No.: 29-23-5-S1030 7. EXEMPTION FROM EXCISE TAX. This easement is granted under the threat of eminent domain proceedings by the District, and therefore is exempt from State Excise Tax. 8. DURATION. This easement is permanent and shall expire only upon agreement of the parties hereto,'or their successors and/or assigns. IN WITNESS WHEREOF, we have set our hands and. seals this day of , 19 . . LAURA GANNON STATE OF WASHINGTON) COUNTY OF KING ) ss. On this day of , 19 , before me personally appeared LAURA GANNON and to me known to be the individuals described in and who executed the within and foregoing instrument, and acknowledged said instrument to be the free and voluntary act and deed of said Grantors, for the uses and purposes therein mentioned. WITNESS my hand and official seal hereto affixed the day and year above written. NOTARY PUBLIC in and for the State of Washington, residing at. My commission expires: f:\04\668\docs\gannon.tep-September 20, 1996 PAGE 3 OF 4 Easement No.: 29-23-5-S1030 �1 N TR.A / 2 LL SPER D1 � • 12 W \ -co------ • TR.D 1 2 3 4 5 6 7 8 9 10 0 11 13 I R NO SITE ADDRESS WALLY STIECM AN 11436 SE 208TH ST /141 • KENT, WA 98031 — ___fE- 15'TYP. 15' PERM. EASEMENT I30' TEMP. CONST. PERMIT II 119'TYP. 29-23-551031 >_ /_ " I-' 110 TYP 15' PERM. EASEMENT 40 \lo+ 11I1 I J0 TEMP. CONST. PERMIT JI 11 61 = I} 29-23- —J 5 S1030> 2 5' I 0 NO SITE ADDRESS LAURA CANNON 16749 ADDISON ST. t ENCINO. CA 91436 1111q11111h!1111111 II 11 Ian 41406 N N I I O m • N1 N V U1 () SCALE: 1'=100' TALBOT HILL TRUNK CONTRACT NO. 1-96S EASEMENT NO. 29-23-5-S1030 f:\04\668\docs\gannon.tep-September 20, 1996 PAGE 4 OF 4 JP Potc `'. 3 Filed for Record Easement No.: 29-23-5-S1031 at the request of SOOS CREEK WATER Project: TALBOT HILL TRUNK AND SEWER DISTRICT. CONTRACT NO. 1-96S 14616 S.E. 192nd Street Renton, Washington 98058 WALTER W. & ILSE C. STIEGMAN 11436 SE 208th Street #141 Kent, Washington 98031 • AGREEMENT FOR EASEMENT THIS AGREEMENT, made this day of , 19 , by and between SOOS CREEK WATER AND SEWER DISTRICT, a Municipal Corporation of the State of Washington, hereinafter termed the "District", and WALTER W. & ILSE C. STIEGMAN, hereinafter termed the "Grantors", WHEREAS, Grantors are the owners of land at approximately 17000 101st Place SE, Renton, Washington, legally described as follows: The North 330 feet of the South half of the Northwest quarter of the Southwest quarter of Section 29, Township 23 North, Range 5 East, W.M., in King County, Washington; EXCEPT the East 660 feet thereof. WHEREAS, the District requires an easement for a sanitary sewer line(s) and/or appurtenance(s) across Grantor's property at a location more specifically described hereinbelow; NOW, THEREFORE, in consideration of One Thousand Two Hundred Seventy Five Dollars and Fifteen Cents ($1,275.15) and other good and valuable consideration in hand paid, receipt of which is hereby acknowledged, and in consideration of the performance by the District of the covenants, terms and conditions hereinafter set forth, Grantors hereby grant, convey and quitclaim to the District the following easement: The West 15.00 feet of the South 126.50 feet of the above-described parcel of land; AND the North 15.00 feet of the South 126.50 feet;of said parcel. f:\04\668\docs\stiegman.tep-September 20,.1996 PAGE 1 OF 4 Easement No.: 29-23-5-S 1031 Said easement is for the purpose of installing, constructing, operating, maintaining, removing, repairing, replacing and using a sanitary sewer line(s) and appurtenances thereto, as designated above, together with the nonexclusive right to ingress to and egress from said portion of Grantor's property for the foregoing purposes. This easement is granted subject to and conditioned upon the following terms, conditions and covenants which the parties hereby promise to faithfully and fully observe and perform: 1 . COST OF CONSTRUCTION AND MAINTENANCE. The District shall bear and promptly pay all costs and expenses of construction and maintenance of the sanitary sewer line(s). 2. USE OF PROPERTY BY GRANTORS. The Grantors shall retain the right to use the surface of the easement if such use does not interfere with installation or maintenance of the sanitary sewer line(s). Plantings of trees, bushes, large shrubbery, and the construction, installation and maintenance of structures or buildings of a permanent nature, including fences, within the easement area shall be deemed an encroachment upon the District's easement rights, and the Grantor shall be obligated to remove such encroachments at Grantors' expense. Further, the provisions of Paragraph 4 hereof as to restoration shall not apply to any such encroachments in the easement area. 3. THE DISTRICT'S USE AND ACTIVITIES. The District shall, if the real property or easement are disturbed by the maintenance, removal, repair, or replacement of such facilities, restore the surface of the real property or easement as nearly as possible to the condition in which it existed prior to the commencement of maintenance, removal, repair, or replacement. 4. RESTORATION. For original construction, the District will restore Grantor's property to a condition as good or better than the premises were prior to entry by the District. Photographs will be taken prior to construction on said property to assure the completeness of restoration. Final restoration will include, but shall not be limited to, sod replacement in existing lawns, hydroseeding in unimproved areas, and replanting of existing shrubs and bushes of the type that do not interfere with the District's use of the easement. Large trees that exist within the permanent easement may be removed during construction unless otherwise noted in this easement document. Fences, rockeries and concrete, asphalt and/or gravel driveways, which do not interfere with the District's use of the easement area, will be repaired or replaced. 5. ATTORNEY'S FEES. In case suit or action is commenced against the Grantors or the successors, heirs or assigns of said Grantors, for removal of an encroachment from this easement, the Grantors hereby promise to pay, in addition to costs provided by statute, such sum as the court may adjudge reasonable as attorney's fees therein. f:\04\668\docs\stiegman.tep-September 20, 1996 PAGE 2 OF 4 } Easement No.: 29-23-5-S 1031 6. EASEMENT TO BIND SUCCESSORS. This easement is perpetual and shall be a covenant running with the land and shall be binding on the successors, heirs and assigns of both of the parties hereto. 7. EXEMPTION FROM EXCISE TAX. This easement is granted 'under the threat of eminent domain proceedings by the District, and therefore is exempt from State Excise Tax. 8. DURATION. This easement is permanent and shall expire only upon agreement of the parties hereto, or their successors and/or assigns. . • IN WITNESS WHEREOF, we have set our hands and seals this day of , 19_ WALTER W. STIEGMAN ILSE C. STIEGMAN - STATE OF WASHINGTON) COUNTY OF KING ) ss. On this day of , 19 , before me personally appeared WALTER W. & ILSE C. STIEGMAN to me known to be the individuals described in and who executed the within and foregoing instrument, and'acknowledged said instrument to be the free and voluntary act and deed of said Grantors, for the uses and purposes therein mentioned. WITNESS my hand-and official seal hereto affixed the day and year above written. NOTARY PUBLIC in and for the State of Washington, residing at My commission expires: f:\04\668\docs\stiegman.tep-September20, 1'996 PAGE,3 OF 4 • Easement No.: 29-23-5-S1031 W TR.A 2 J E R I 12 -m T TR.D 1111 5 II g 9 10 0 �-- 11 13 R NO SITE ADDRESS WALLY STIEGMAN 11436 SE 208TH ST #141 KENT, WA 98031 r� I 7.5 TYP. II I 15• PERM. EASEMENT -30' TEMP. CONST. PERMIT 29-23-5 III 119'TYP. C 51031 > 10 TYP. 15' PERM. EASEMENT 0 IW 30' 1EMP. CONST. PERMIT t /29-23-5\ \ 51030 0 NO SITE ADDRESS LAURA GANNON 16749 ADDISON ST. ENCINO, CA 91436 14111111 ii 1111�Im HI 111 lll ���� III �11 M 3 1n 39 SCALE: r=ioo' TALBOT HILL TRUNK CONTRACT NO. 1-96S EASEMENT NO. 29-23-5-S1031 f:\04\668\docs\stiegman.tep-September 20, 1996 PAGE 4 OF 4 1 BEGINNING OF FILE FILE TITLE .� 00 ? ..,i � G 3-S� , JAEGER ENGINEERING c;s4t F N' f' 0 0 L e 9419 S. 204th Places ?'� :`�g6 IR AQ OCR V' Aar ]I TVQ� KENT, WASHINGTON 98 1 O�� c�Q N 1(, _ (lip , O\`'\s\O DATE JOB NO. 11 (206) 850-0934 ����p\NG ATTENTION' 242,0!�C n in0.�k.. Fy.W�1 TO C r� ('� W RE CAiy o-F R.eA-} P�.Q-vn n t r e +-webve- tAcx,rd des IN€ Fts r Soo s G4cze-k. 3c wQx - Tr-)rlk WE ARE SENDING YOU El Attached El Under separate cover via the following items: > ❑ Shop drawings El Prints ❑ Plans ❑ Samples El Specifications ❑ Copy of letter El Change order El COPIES DATE NO. DESCRIPTION 3 2 Uie ,6-Ar\c9 '11,0'1 1 k , - • 1 THESE ARE TRANSMITTED as checked below: For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution • As requested ❑ Returned for corrections ❑ Return corrected prints > ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS ` ' !ark- p �'} ( � PiecSt; c-0o t-a\.h a. w 1T�1 kc t f t 1 - . he ,s Proms, _ one €_, n eQ o p. r -(�i - sue,s- C am • r 0 cam. r COPY TO ���t """ i�� RECYCLED PAPER: ( ° yv` aP'Contents:40%Pre-Consumer•10%Post-Consumer SIGNED: 'j/ �, If enclosures are not as noted,kindly notify u once.